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HomeMy WebLinkAbout01_Nekter Juice Bar Minor Use Permit_PA2017-089 @t^y COMMUNITY DEVELOPMENT DEPARTMENT U }+ PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 cy /FO R �P 949-644-3200 LN:: www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT May 25, 2017 Agenda Item No. 1 SUBJECT: Nekter Juice Bar Minor Use Permit SITE LOCATION: 1620 San Miguel Drive Minor Use Permit No. UP2017-012 (PA2017-089) APPLICANT: Nekter Juice Bar OWNER: Irvine Company PLANNER: Makana Nova, Associate Planner 949-644-3249, mnova@newportbeachca.gov ZONING DISTRICT/GENERAL PLAN • General Plan: CN (Neighborhood Commerical) • Zone: CN (Commercial Neighborhood) PROJECT SUMMARY A minor use permit to allow a take-out service, limited, eating and drinking establishment, within an existing 1,080-gross-square-foot retail tenant space with 422 square feet of net public area and a maximum of 6 seats. The proposed hours of operation are from 7:00 a.m. to 7:00 p.m. No late hours (after 11:00 p.m.) or alcohol sales are proposed as part of this application. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 3) Adopt Zoning Administrator Resolution No. _ approving Minor Use Permit No. UP2017-012 (Attachment No. ZA 1). 1 Nekter Juice Bar Minor Use Permit Zoning Administrator, May 25, 2017 Page 2 DISCUSSION • The site is located at the southeast corner of the intersection of San Joaquin Hills Road and San Miguel Drive. The 5.35 acre site is currently developed with a retail shopping center, Harbor View Center, with a service station and a bank. It is bounded to the north, east, and south by multi-family residential apartments and condominiums. To the west across San Joaquin Hills Road is a single-family residential tract known as Broadmoor Hills. • Harbor View Center includes approximately 73,401 gross square feet of commercial building area. The center accommodates retail, food service, and service commercial uses. The service station and bank within the shopping center are located on separate freestanding pads on individual properties. The project site is primarily served by a 281-space surface parking lot. Off-site parking for employees of Gelson's Market is provided at 3100 Pacific View Drive. • The applicant proposes to convert an existing 1,080-square-foot retail tenant space into a take-out service, limited, eating and drinking establishment serving juice products. The proposal includes six seats for patrons. The proposed hours of operation are 7:00 a.m. to 7:00 p.m., daily. No late hours (after 11:00 p.m.) or alcohol service are proposed as part of this application. In order to allow for future flexibility, a condition of approval is included allowing hours of operation between 7 a.m. and 9 p.m., daily. • The proposal complies with Zoning Code standards for a take-out service, limited, eating and drinking establishment, including the condition not to exceed a maximum of six seats. • The property is designated Neighborhood Commercial (CN) by the Land Use Element of the General Plan, which is consistent in intent with the CN Zoning District. The proposed establishment is a commercial use intended to serve nearby residents, the surrounding community, and visitors to the City of Newport Beach. Therefore, the use is consistent with this land use category. • The property is in the CN (Commercial Neighborhood) Zoning District. This designation is intended to provide for areas appropriate for a limited range of retail and service uses developed in one or more distinct centers oriented to serve primarily the needs of and maintain compatibility with residential uses in the immediate area. A take-out service limited, eating and drinking establishment is a permitted use in the Zoning District, subject to the approval of a minor use permit pursuant to Table 2-5 of Newport Beach Municipal Code Section 20.20.020 (Commercial Zoning Districts Land Uses and Permit Requirements). Tmp1[:01/17217 2 Nekter Juice Bar Minor Use Permit Zoning Administrator, May 25, 2017 Page 3 • The parking requirement for a take-out service, limited, eating and drinking establishment is one space per 250 square feet, and no intensification or enlargement is proposed. Therefore, no additional parking is required. • Staff believes the proposed take-out service, limited eating and drinking establishment use will be complementary to the other uses in the retail shopping center and will serve residents and visitors to the City. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. This Section exempts the construction and location of limited numbers of new, small facilities or structures (up to 10,000 square feet in area) and the conversion of existing small structures from one use to another where only minor modifications are made to the interior or exterior of the structure. The project involves the conversion of an existing retail tenant space (1,080 square feet) to a food service use. The scope of work thus complies with the thresholds identified under the Class 3 exemption. PUBLIC NOTICE Notice of this application was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development within 14 days following the date of action. For additional information on filing an appeal, contact the Planning Division at (949) 644-3200. Prepared by: Maka& N a Associate Planner JWClmkn TmpIC 01/17217 Nekter Juice Bar Minor Use Permit Zoning Administrator, May 25, 2017 Page 4 Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Applicant's Project Description ZA 4 Project Plans TmpIC 01/17217 .C� Attachment No. ZA 1 Draft Resolution 5 RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING MINOR USE PERMIT NO. UP2017-012 FOR A TAKE-OUT SERVICE, LIMITED, EATING AND DRINKING ESTABLISHMENT LOCATED AT 1620 SAN MIGUEL DRIVE (PA2017-089) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Karla McCommon of Interplan LLC, representing the applicant, Nekter Juice Bar, with respect to property located at 1620 San Miguel Drive, and legally described as Parcel 2 of Resubdivision No. 284 in the City of Newport Beach, County of Orange, California, being a portion of Block 93, of Irvine's Subdivision per Map recorded in Book 1, Page 88, Miscellaneous Record Maps, records of Orange County, California. 2. The applicant requests a minor use permit to allow a take-out service, limited, eating and drinking establishment, within an existing 1,080-gross-square-foot retail tenant space with 422 square feet of net public area and a maximum of 6 seats. The proposed hours of operation are from 7:00 a.m. to 7:00 p.m. No late hours (after 11:00 p.m.) or alcohol service are proposed as part of this application. 3. The subject property is located within the CN (Commercial Neighborhood) Zoning District and the General Plan Land Use Element category is CN (Neighborhood Commercial). 4. The subject property is not located within the coastal zone. 5. A public hearing was held on May 25, 2017, in the Corona del Mar Conference Room (Bay E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. 2. This Section exempts the construction and location of limited numbers of new, small facilities or structures (up to 10,000 square feet in area) and the conversion of existing small structures from one use to another where only minor modifications are made to the interior or exterior of the structure. The project involves the conversion of an existing 0 Zoning Administrator Resolution No. ZA2017-### Page 2 of 7 retail tenant space (1,080 square feet) to an eating and drinking establishment. The scope of work thus complies with the thresholds identified under the Class 3 exemption. SECTION 3. REQUIRED FINDINGS. In accordance with Section 20.52.020 (Conditional Use Permits and Minor Use Permits) 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 property is designated Neighborhood Commercial (CN) by the Land Use Element of the General Plan, which is consistent in intent with the CN Zoning District. 2. The proposed establishment is a commercial use intended to serve nearby residents, the surrounding community, and visitors to the City of Newport Beach. Therefore, the use is consistent with this land use category. 3. The proposed take-out service, limited, establishment would be complementary to the surrounding commercial and residential uses. 4. The subject property is not part of 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. The property is in the CN (Commercial Neighborhood) Zoning District. This designation is intended to provide for areas appropriate for a limited range of retail and service uses developed in one or more distinct centers oriented to serve primarily the needs of and maintain compatibility with residential uses in the immediate area. A take-out service limited, eating and drinking establishment is a permitted use in the Zoning District, subject to the approval of a minor use permit pursuant to Table 2-5 of Newport Beach Municipal Code Section 20.20.020 (Commercial Zoning Districts Land Uses and Permit Requirements). 2. The project site is primarily served by a 281-space surface parking lot. The parking requirement for a take-out service limited, eating and drinking establishment is one space per 250 square feet and no intensification or enlargement is proposed. Therefore, no additional parking is required. oa-27-17 Zoning Administrator Resolution No. ZA2017-### Page 3 of 7 3. As conditioned, the proposed establishment will comply with Zoning Code standards for eating and drinking establishments, including those specific to the take-out service, limited use classification, which includes a maximum of six seats. 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. The proposed establishment within Harbor View Center will be accessible from San Miguel Drive, San Joaquin Hills Road, and Pacific View Drive, which provide convenient access to motorists, pedestrians, and bicyclists. 2. The proposed establishment is compatible with the existing and allowed uses in the area. 3. As conditioned, the allowed hours of operation will be 7:00 a.m. to 9:00 p.m., daily, which will minimize any disturbance to residences near the property. 4. The existing trash storage area at the rear of the property is adequate to accommodate the proposed use. It is conveniently located where materials can be deposited and collected and does not impede with parking spaces. 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. Facts in Support of Finding: 1. The existing 281-space parking lot provides adequate circulation for patrons. 2. The Fire Department reviewed the project and site to ensure adequate public and emergency vehicle access. 3. Any proposed site and tenant improvements must comply with the Zoning Code and all Building, Public Works, and Fire Codes for permits to be issued. Finding: E. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, nor endanger, jeopardize, or otherwise oa-27-17 g Zoning Administrator Resolution No. ZA2017-### Page 4 of 7 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 project has been reviewed and includes conditions of approval to ensure that potential conflicts with the surrounding land uses are minimized to the greatest extent possible. The operator is required to take reasonable steps to discourage and correct objectionable conditions that constitute a nuisance in parking areas, sidewalks and areas surrounding the subject property and adjacent properties during business hours, if directly related to the patrons of the establishment. 2. The proposed take-out service, limited, eating and drinking establishment will help revitalize the project site and provide an economic opportunity for the property owner to update the tenant space and provide additional services to residents and visitors. 3. The applicant is required to obtain Health Department approval prior to opening for business and comply with the California Building Code to ensure the safety and welfare of customers and employees within the establishment. 4. The proposed use includes limited hours, no alcohol service is proposed, and there is no increased parking demand. Based upon the Zoning Code requirements, the proposed use will not result in a detriment to the existing retail shopping center or surrounding community. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Minor Use Permit No. UP2017-012 (PA2017-089), subject to the conditions set forth in Exhibit A, which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. PASSED, APPROVED, AND ADOPTED THIS 25TH DAY OF MAY, 2017. Patrick J. Alford, Zoning Administrator oa-z7-17 9 Zoning Administrator Resolution No. ZA2017-### Page 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL (Project-specific conditions are in italics) 1. The development shall be in substantial conformance with the approved site plan and floor plans stamped and dated with the date of this approval. (Except as modified by applicable conditions of approval.) 2. 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 Minor Use Permit. 3. This Minor 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 materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 4. 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. 5. The hours of operation for the establishment shall be limited to 7:00 a.m. through 9:00 p.m., daily. 6. The sale of alcohol shall not be permitted. 7. The maximum number of seats allowed in the eating and drinking establishment shall be six (6). No outdoor seating is permitted without further review and may require an amendment to this Minor Use Permit. 8. Any change in operational characteristics, expansion in area, or other modification to the approved plans, shall require an amendment to this Minor Use Permit or the processing of a new use permit. 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 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 oa-27-17 _f Zoning Administrator Resolution No. ZA2017-### Page 6 of 7 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. Prior to issuance of building permits, the project plans shall identify if the building is protected with automatic fire sprinklers and/or a fire alarm system to the satisfaction of the Life Safety Services. 12. 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. 13. 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. 14. 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. 15. 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. 16. 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). 17. Deliveries and refuse collection for the facility shall be prohibited between the hours of 10:00 p.m. and 7:00 a.m., on weekdays and Saturdays and between the hours of 10:00 p.m. and 9:00 a.m. on Sundays and Federal holidays, unless otherwise approved by the Director of Community Development, and may require an amendment to this Minor Use Permit. 18. 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. 19. 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 permit. oa-z7-17 11 Zoning Administrator Resolution No. ZA2017-### Page 7 of 7 20. 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. 21. 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 Nekter Juice Bar Minor Use Permit including, but not limited to, Minor Use Permit No. UP2017-012 (PA2017-089). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. oa-27-17 Attachment No. ZA 2 Vicinity Map 13 VICINITY MAP 8 MinorAA - Permit No. UP2017-012 ' ' 1 1 : • 1 San Miguel Attachment No. ZA 3 Applicant's Project Description 15 PA2017-089 604 COURTLAND STREET SUITE 100 INTERPLANJ ORLANDO,FL 32804 Over 40 years and 40.000 projects ph:407.645.5008 fx:407.629.9124 AA 0034201 CA 8660 w Jnterplanik.COm April 27, 2017 City of Newport Beach Community Development Department 100 Civic Center Drive Newport Beach, CA 92660 Reference: Nekter Juice Bar - Harbor View Hills 1620 San Miguel Drive Newport Beach, CA 92660 IP #: 2016.0455 To whom it may concern: Please accept this narrative for the above referenced project. We are proposing a 1,080 square foot tenant improvement to convert existing retail space to a new take-out service, limited Juice Bar. Our hours of operation are Monday-Friday 7:00am-7:00pm and 8:00am-6:00 pm Saturday & Sunday. Due to heavy parking conditions in the shopping center it was determined that no more than 6 seats would be allowed so this location will be primarily for carry out. We prepare fresh juices, smoothies and coffee in addition to bottle juices. The gross floor area is 1,080 sq/ft with a net public area of 422 sq/ft. Please feel free to contact me if you have any questions or require additional information. If I am not available, KC Pavlik is the Project Manager and will be able to answer your questions. Sincerely, INTERPLAN LLC Karla McCommon Permit Coordinator CC: KC. Pavlik, Interplan LLC IP File ORLANDO CHICAGO ARCHITECTURE ENGINEERING INTERIOR DESIGN PERMITTING LAS VEGAS PHILADELPHIA PERMITTING ENTITLEMENTS DUE DILIGENCE 10 PA2017-089 INTERPLANT Nekter Juice Bar- Harbor View Hills March 22, 2017 Page 2 of 2 17 Attachment No. ZA 4 Project Plans 12 PA2017-089 GENERAL NOTES SHEET INDEX DAVID BOCCE 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS & INSPECTIONS REQUIRED FOR CERTIFICATE OF OCCUPANCY. REVISION# 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL CODES, LAWS, RULES, & REGULATIONS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, T101 TITLE SHEET THE MOST RESTRICTIVE SHALL APPLY. f s . ARCHITECTURAL 3. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS AS y A001 EXISTING CONDITIONS& DEMO PLAN REQUIRED UNTIL NEW STRUCTURAL MEMBERS ARE PERMANENTLY INSTALLED, WHETHER INDICATED ON THE DRAWINGS OR ` rx �"'.r% t.-yrr�.-: . � ' �rE'� 1,,:.,;,. �rr.,`r .',%psi' ' �'; /Jf •s`'if l'r ,.ft, ✓•` �D'.. / A101 FLOOR PLAN NOT. IF THE CONTRACTOR IS UNSURE WHETHER OR NOT TO PROVIDE TEMPORARY SHORING AND BRACING HE SHALL ASK THE /, y.• y "" r; "% ' ' / y r ' ,/,, ARCHITECT OR STRUCTURAL ENGINEER IN WRITING PRIOR TO COMMENCEMENT OF WORK. d/rr.. " r Gfc. A102 DETAILS& DOOR SCHEDULE /'' '` i s '. s ' F ' r r 3 A201 REFLECTED CEILING PLAN r, r e 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO COMMENCEMENT OF 'FFJ: r f ' f;f l; ,; ,= A301 ENLARGED RESTROOM& ELEVATIONS 604 COURTLAND STREET WORK, AND SHALL NOTIFY OWNER &ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. fa y y s, r r y lr r1';, f SUITE 100 r' i jr i /jfn r i ifF" IN A401 FINISH PLAN &SCHEDULES 5. CONTRACTOR TO VERIFY FIT & FINISH REQUIREMENTS FOR ALL PROJECT COMPONENTS, WITH OWNER, PRIOR TO ORDERING �f�" ��, � � �w� ,,,., ,� � d � � ORLANDO, FLORIDA 32804 /' '/ r A > J r% / ~i' ' ^ ' A501 EQUIPMENT PLAN &SCHEDULE MATERIALS. REPORT CONFLICTING INFORMATION TO OWNER PRIOR TO PROCEEDING WITH WORK. s;; �' � �`,�/" � � PH 407.645.5008 6. CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION & CONSTRUCTION DEBRIS AS REQUIRED BY FEDERAL, STATE AND LOCAL A502 EQUIPMENT DETAILS FX 407.629.9124 ' fl '` �f' A601 INTERIOR ELEVATIONS ORDINANCES. � ;, � ,�� �/�; �. � ;� �;,,�r � � 7. ALL TILE FLOORING IN WET AREAS TO BE OVER WATERPROOF MEMBRANE W/EPDXY GROUT, --TYPICAL. ` l' yi �/ , f,r SEAL: /� '/� e�%fa,. ��/�%' �? /� , %� � r, ' y' ����� ' ��,•,� A701. SPECIFICATIONS INSBMMMIS'NOT FOR CONSTRUCTION'mm 8. CONTRACTOR SHALL STENCIL/LABEL ON ALL RATED WALLS IN CONCEALED AREAS THE FOLLOWING: "FIRE AND SMOKE � -' �� r.,,�; %� � ' �»,r� A702 SPECIFICATIONS TIHAICNiEC1SS FNSIIYfiS516AA1i➢EI■91LA1R19NlIlM. BARRIER -- PROTECT ALL OPENINGS." MECHANICAL 9. BY THE USE OF THE DRAWINGS FOR CONSTRUCTION OF THE PROJECT, THE OWNER REPRESENTS THAT HE HAS REVIEWED M001 MECHANICAL LEGEND AND NOTES AND APPROVED THE DRAWINGS, AND THAT THE CONSTRUCTION DOCUMENT PHASE OF THE PROJECT IS COMPLETE. M101 MECHANICAL FLOOR PLAN 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS FURNISHING THE LABOR, MATERIALS, AND BAR `F by o M102 MECHANICAL ROOF PLAN G O, ALL WORK, SO THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. 01 u f co 11. CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS INCLUDING ARCHITECTURAL, JU CE M201 MECHANICAL SCHEDULES • 0_ W 4 (� n{ ARCHITECT PRIOR PLUMBING, AND ANY WORK.ELECTRICAL. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER & M301 01 HVAC TITLE 24 CAL DETAILS �O/ U G� 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE DIMENSIONS OF ALL EQUIPMENT PLUMBING �y'�`�/7 INCLUDED IN THIS PROJECT SO THAT PREPARATIONS CAN BE MADE TO PROVIDE ENTRY INTO THE FACILITY WITH SUFFICIENT P100 LEGEND AND GENERAL NOTES CLEARANCE, AND TO ENSURE THAT ADEQUATE FLOOR SPACE IS AVAILABLE. P101 PLUMBING PLANS 13. CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS, WALLS, CEILINGS, ETC. WILL BE P201 PLUMBING DETAILS DETERMINED BY DIMENSIONS ON DRAWINGS. ANY SUCH DIMENSIONS MISSING FROM THE PLANS MUST BE BROUGHT TO THE 14. THE P301 PLUMBING RISER ION OF THE OWNER & ARCHITECT IMMEDIATELY. HARBOR VIEW HILLS • 14. THE CONTRACTOR SHALL ADHERE TO THE DRAWINGS AND SPECIFICATIONS. SHOULD ANY ERROR OR INCONSISTENCY ELECTRICAL APPEAR REGARDING THE TRUE MEANING AND/OR INTENT OF THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL E001 GENERAL INFORMATION&SPECS IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL MAKE ANY NECESSARY CLARIFICATION, INTERPRETATION, OR MIGUEL E101 ELECTRICAL PLANS-LIGHT& POWER REVISION AS REQUIRED. 1620 SAN DRIVE • E201 ELECTRICAL DETAILS 15. IF THE CONTRACTOR DISCOVERS AN ERROR OR INCONSISTENCY AND PROCEEDS WITH WORK WITHOUT NOTIFYING THE JE301 NOT USED OWNER & ARCHITECT OF ANY SUCH DISCREPANCIES, HE SHALL ASSUME ALL CHARGES AND MAKE ANY CHANGES TO HIS WORK E401 TITLE 24 MADE NECESSARY BY HIS FAILURE TO OBSERVE AND/OR REPORT THE CONDITION. E402 TITLE 24 IF THE INTENT THE DRAWINGS & SPECIFICATIONS ARE UNCLEAR, THE CONTRACTOR SHALL ASK THE ARCHITECT FOR NEWPORT BEACH , CA 92660 E403 TITLE 24 CLARIFICATION, PRIOR TO PROCEEDING WITH WORK,. IN THE FORM OF A WRITTEN R.F.1 (REQUEST FOR INFORMATION). THE ARCHITECT SHALL THEN RESPOND IN WRITING TO ALL APPROPRIATE PARTIES. 17.CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, FIXTURES, ETC. IN LEASED SPACE FROM LOSS, DAMAGE, FIRE, THEFT, ETC. 18. WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL MEAN EQUAL PRODUCT AS APPROVED IN WRITING BY ARCHITECT. 19.1E THE CONTRACTOR PROPOSES A MATERIAL OR EQUIPMENT SUBSTITUTION HE SHALL PROVIDE ALL APPROPRIATE DOCUMENTATION AND INFORMATION REQUIRED FOR THE ARCHITECT TO DETERMINE WHETHER OR NOT THE SUBSTITUTION IS EQUAL TO THE SPECIFICATION. 20. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY INWALL FRAMING REQUIRED TO CARRY SHELF, HANGING, AND VALANCE LOADS, RAILINGS, ETC. AS PER PLANS. 21. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNTERTOPS, EQUIPMENT, AND WALLS. 22. PROJECT SHALL BE LEFT CLEANED AND POLISHED AFTER COMPLETION OF WORK. 4 23. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL, AND PLUMBING STUB OUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT SUPPLIER FOR SPECIFIC REQUIREMENTS & REFERENCES. APPLICATION #: 0516-2017 24. CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING, INSTALLATION AND HOOK-UP OF ALL EQUIPMENT AND OTHER OWNER FURNISHED ITEMS. 25. CONTRACTOR SHALL REFER TO THESE DOCUMENTS, AS WELL AS SPECIFICATIONS, FOR IDENTIFICATION OF ALL OWNER ■ CODE COMPLIANCE SUMMARY ■ EXIT REQUIREMENTS ■ CONTACTS ■ SUPPLIED ITEMS. CONTRACTOR SHALL VERIFY WITH OWNER, PRIOR TO ORDERING, WHICH ITEMS THE OWNER SHALL SUPPLY. ALL ITEMS NOT MARKED AS "OWNER SUPPLIED"ARE TO BE SUPPLIED BY THE CONTRACTOR. UNLESS NOTED OTHERWISE ALL APPLICABLE CODES - BASED ON THE CITY OF NEWPORT BEACH,CA GOVERNMENTAL AGENCIES VICINITY MAP ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 2016 CALIFORNIA BUILDING CODE EGRESS WIDTH: (IBC SECTION 1005) o 26. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL CONFORM TO THE BUILDING CODE AND LOCAL DEPT.: BUILDING DEPARTMENT PROJECT LOCATION 2016 CALIFORNIA PLUMBING CODE OCCUPANCY EGRESS WIDTH PER OCCUPANT SERVED NAME CITY OF NEWPORT BEACH COMMUNITY NORTH GOVERNING BUILDING CODES/ORDINANCES. 2016 CALIFORNIA MECHANICAL CODE BUSINESS 0.2 INCHES PER OCCUPANT DEVELOPMENT- PLANNING DEPARTMENT �T. r 27. CONTRACTOR SHALL CONTACT THE LOCAL FIRE MARSHALL, AND PROVIDE AND INSTALL FIRE EXTINGUISHERS PER THE FIRE 2016 CALIFORNIA ELECTRIC CODE 21 x 0.2"=4.2"MINIMUM ADDRESS 100 CIVIC CENTER DRIVE MARSHALS DIRECTION, INCLUDING: TYPE, QUANTITY, AND LOCATIONS. AS A MINIMUM, CONTRACTOR SHALL PROVIDE FIRE 206 CALIFORNIA ENERGY CODE NEWPORT BEACH, CA 92660 z 4z EXTINGUISHERS HAVING A RATING OF 2--A10--BC FOR EVERY 3,000 S.F. OF FLOOR AREA AND TRAVEL DISTANCE TO AN 2016 CALIFORNIA ACCESSIBILITY CODE NUMBER OF EXITS: pec secrioN 1015) CONTACT JANA EGAN * :_ EXTINGUISHER SHALL NOT EXCEED 75 FEET. 2016 CALIFORNIA FIRE CODE (2) PROVIDED PHONE 949.644.3204 28. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. EGRESS REQUIRED: (1) 36" MINIMUM DEPT.: ZONING DEPARTMENT ° F; , ji o 29. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK TO VERIFY LOCATIONS OF ALL EGRESS PROVIDED: (1) 36"+ (1)72" = 108" NAME CITY OF NEWPORT BEACH COMMUNITY 0 UNDERGROUND UTILITIES. NOTIFY ARCHITECT IMMEDIATELY IF CONFLICTS EXIST BETWEEN EXISTING UTILITIES AND NEW TYPE OF CONSTRUCTION DEVELOPMENT- PLANNING DEPARTMENTADDRESS 100 CIVIC CENTER DRIVE CONSTRUCTION, PATCH, REPAIR, AND/OR REPLACE ALL ADVERSELY AFFECTED FINISHES AND SURFACES AS REQ'D. UPON EXISTING II-B EXIT ACCESS TRAVEL DISTANCE: (IBC TABLE 1016.1) NEWPORT BEACH, CA 92660 ` Z COMPLETION OF CONSTRUCTION. ALL PARKING AREA PAVEMENT AND NEW CONCRETE PADS SHALL TRANSITION SMOOTHLY. "B" FEET TRAVEL DISTANCE WITH SPRINKLER 300' CONTACT MAKANA NOVA F 4 04.26.17 PLANNING CMNTS g OCCUPANCY AND GROUP CLASSIFICATION PHONE 949.644.3204 3 04.17.17 CLARIFICATION o ■ B-BUSINESS 2 04.12.17 HEALTH COMMENTS ° 21'-0" (JUICE SHOP -ASSEMBLY WITH LESS THAN 50 OCCUPANTS) EXIT 1 TRAVEL DISTANCE = 55'-1" LANDLORD PROPRIETARY VENDORS , 1ru��1T w T t� 1 04.12.17 PERMIT COMMENTS o EXIT 2 TRAVEL DISTANCE = 26'-11" LANDLORD REQUIRES THE TENANT ULILIZE LANDLORD PROPRIETARY E 03.07.17 PERMIT SUBMIT O . ■ ■ ®®® GROSS AREA: NUMBER OF STORIES VENDORS FOR ANY ROOFING WORK THAT MAY TAKE PLACE AT THE MSan Opp fl 03.02.17 OWNER REVIEW r 1,080 SQ/FT BUILDING IS ONE STORY TENANT'S EXPENSE. 162itS11 migtwJ)rfi?e Huls. No DATE aEanAaKs c < ROOFING CONTRACTOR 3 NET PUBLIC ARENAME SAN MARINO ROOF CO. INC. REVISIONS w ® FIRE RESISTANCE RESTROOM CALCULATIONS ADDRESS 2187 N. BATAVIAST. n A: BUILDING ELEMENT TYPE (IN HOURS) SANTA ANA, CA 92705 422 SQ/FT ® STRUCTURAL FRAME 0 RATING CONTACT MARTHA RICHTER BEARING WALLS - EXTERIOR 0 RATING PHONE 949.644.3204 ® # SEATS: 6 NON-BEARING WALLS AND PARTITIONS NO. OF TOILETS: REQUIRED - 1 PROVIDED- 1 ROOFING INSPECTIONS 0 EXTERIOR 0 RATING NO. OF LAVATORIES: REQUIRED - 1 PROVIDED- 1 ¢ ' NAME INDEPENDENT ROOFING CONSULTANTS CtsR�1NA INTERIOR ORATING ADDRESS 1761 EAST GARRY AVENUE I ? 13iP1RTCAs o ORANGE, CA 92865 HOURS OF FLOOR CONSTRUCTION 0 RATING CONTACT JEFF STARR DRINKING FOUNTAINS: REQUIRED: 1 PER 100 ■ 1 OPERATION: ROOF CONSTRUCTION 0 RATING OPTIONAL WATER SERVICE BY KITCHEN PROVIDED PHONE 949.476.9810 r M-F: 7am - 7 pm ■ ° PLANNING AREA CALCULATIONS NET S-S: 7am - 7 pm FINISH REQUIREMENTS SERVICE SINK: REQUIRED- 1 PROVIDED- 1 PATH TO HANDICAP PARKING o 3 NORTH PUBLIC F 4 NEAREST HANDICAP PARKING EXIT ACCESS CORRIDORS &OTHER EXITWAYS: z SCALE: 1/8" = 1' O" KITCHEN CLASS B AREA ASSEMBLY CLASS B IN 1,080-SQUARE-FOOT TENANT IMPROVEMENT TO CONVERT EXISTING 4 STORAGE CLASS B RETAIL SPACE TO A NEW TAKE-OUT SERVICE, LIMITED JUICE BAR. w ROOMS & ENCLOSED SPACES SEPARATE PERMITS DEMOLITION OF EXISTING WALLS/CEILINGS TO CREATE NEW LAYOUT KITCHEN CLASS C NEW ACCESSIBLE RESTROOM TO MEET LOCAL CODES ASSEMBLY CLASS C 1. SIGNAGE SYSTEM IS NOT WITHIN THE SCOPE OF THIS PERMIT. SUBMIT NEW INTERIOR FINISHES THROUGHOUT THE SPACEnekte STORAGE CLASS C DRAWINGS TO LOCATION JURISDICTION FOR REVIEW AND APPROVAL REWORK ELECTRICAL SERVICE AND DEVICES FOR NEW LAYOUT c IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES PRIOR TO REWORK EXISTING HVAC SYSTEM FOR NEW LAYOUT ?� y JUICE BAR OKITCHEN INSTALLATION. REWORK EXISTING PLUMBING FOR NEW LAYOUT r ■ ■ 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR • ■ © �� ` HARBOR VIEW HILLS ° X26'-11"TRAVEL DIS NCE BUILDING DEPARTMENT APPROVAL PRIOR TO INSTALLATION OF PROJECT TEAM ° 1620 SAN MIGUEL DR OCCUPANCY CALCULATIONS SPRINKLER SYSTEM. FIRE SPRINKLER SYSTEM TO MEET r REQUIREMENTS OF NFPA 13 ,THE STATE AND LOCAL FIRE MARSHALL NEWPORT BEACH CA ASSEMBLY ARCHITECT TENANT °° ox 55'-1 TRAVEL DISTANCE OR WHICHEVER IS MORE STRINGENT. SUBMIT SPRINKLER DESIGN TO DAVID BOYCE NEKTER JUICE BAR ' w TOTAL BOMA AREA OF PROPOSED USE: 1,080 GROSS SF OF BUILDING ARCHITECT FOR APPROVAL. r C 604 COURTLAND ST. STE 100 1844 E. CARNEGIE AVE. . DISTRIBUTION AS FOLLOWS: IBC, TABLE 1004.1.1 " )� ` „r �y ', , + PROJECT NO: 2016.0455 FOLLOWS: ( ) 3. FIRE ALARM CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO THE ORLANDO, FL 32804 SANTA ANA,CA 92705 II r PROPER AUTHORITIES IN THIS JURISDICTION. THESE SHOP DRAWINGS CONTACT: JAY SCHONEMAN CONTACT: PHIL LaCLAIR " j+ DATE: 02.16.2017 STORAGE KITCHEN @ 200 OCC/SQFT 340 SOFT/200 =2 TEL. 630.932.2336 PHONE: 714.227.5716 e ' ASSEMBLY 15 OCC/SQFT 244 SQFT/ 15 = 17 SHALL INCLUDE, BUT NOT LIMITED TO; BATTERY CALCULATIONS, ` o @ EMAIL: EMAIL: PHIL.LACLAIR > L _ _ _ _ _ _ VOLTAGE DROP CALCULATIONS, MANUFACTURER/MODEL a STORAGE/ACCS. Q 300 OCC/SQFT 496 SQFT/300 =2 0 NUMBER/LISTING INFORMATION FOR EQUIPMENT, DEVICES AND JSCHONEMAN@INTERPLANLLC.COM @NEKTERJUICEBAR.COM 0 TOTAL: 1,080 SQFT(GLA) =21 OCCUPANTS PROJECT LOCATION MATERIALS. 1,033 SQFT(NET FLOOR AREA) MEP ENGINEER PROPERTY OWNER NORTH Tl ACCESSORY INTERPLAN LLC IRVINE COMPANY RETAIL PROPERTIES 0 604 COURTLAND ST. SUITE 100 110 INNOVATION DRIVE TITLE SHEET @ OCCUPANCY/ EXIT PLAN O ORLANDO, FL. 32804 IRVINE, CA 92617 PARTIAL SITE PLAN 1 SCALE: 1/8 1 -O NORTH TEFL. 407.6455008 CONTACT: STACY HENSON 949.720.3 67PAULETTE LEXANDER 2 " _ SCALE: NTS (D PALEXANDER@IRVINECOMPANY.COM CHECKED: JS DRAWN: KE/K P o PA2017-089 DAVID BOYCE DEMOLITION ® PLAN KEYED NOTES AllCHMCr 1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1. EXISTING 5 TON ROOFTOP UNIT (ERTU-1) IS TO REMAIN AND TO BE DEMOLITION OF EXISTING MECHANICAL SYSTEMS AS REQUIRED TO REUSED. MECHANICAL CONTRACTOR TO CLEAN AND ADJUST UNIT, PERFORM NEW MECHANICAL WORK. ALL DIFFUSERS, DUCTWORK, CHEMICALLY CLEAN COILS, PERFORM AN OIL SAMPLE TEST ON PIPING AND MISCELLANEOUS DEBRIS SHALL BE REUSED OR TURNED COMPRESSORS TO VERIFY CONDITION, REPLACE BELTS, VERIFY ALL OVER TO OWNERS REPRESENTATIVE OR REMOVED FROM SITE AND CONTROLS ARE FUNCTIONAL AND MAKE SURE ALL EQUIPMENT IS IN PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNERS PROPER OPERATING CONDITION. REPLACE ANY DEFECTIVE PARTS OR REPRESENTATIVE. EQUIPMENT. GREASE AND/OR REPLACE IF REQUIRED, FAN BEARINGS, CHECK SHAFT FOR SCORING AND CHECK MOTORS FOR PROPER AMPERAGE DRAW. CLEAN OR REPLACE CONDENSATE DRAIN LINE AS 604 COURTLAND STREET REQUIRED. REBALANCE FANS TO CFM SHOWN ON PLANS. FURNISH UNIT WITH THREE SETS OF STANDARD FILTERS. CONTRACTOR TO SUITE 100 REPLACE FILTERS JUST PRIOR TO AIR BALANCE AND ONCE AGAIN ORLANDO, FLORIDA 32804 AFTER FINAL STORE CLEANING IS COMPLETE. REPORT IN WRITING PH 407.645.5008 TENANT'S CONTRACTOR SHALL USE LANDLORD'S ROOFING CONTRACTOR ANY PROBLEMS WHICH WOULD REQUIRE REPLACEMENT OF ERTU FX 407.629.9124 FOR ALL RE-ROOFING, FLASHING, WEATHER PROOFING AND PATCHING INSTEAD OF REUSE TO THE TENANT'S CONSTRUCTION MANAGER. PROCEDURES. LOCATION OF ROOF PENETRATIONS SHALL BE REVIEWED AND APPROVED BY LANDLORD IN WRITING. 2. G.0 TO VERIFY EXISTING ROOFTOP UNIT HAS FLOAT SWITCH SEAL: INSTALLED IN DRAIN PAN. PROVIDE FLOAT SWITCH IF ONE IS NEEDED. TBSABABMP15•NOT FOR CONSTRucTN1R'AAEESS TAE ABCWM 0 EY6WEF8'S SIBBTABE AIB S W A"LU AEEBAI. THIS DEVICE SHALL SHUT OFF THE EQUIPMENT SERVED IN THE EVENT THAT THE PRIMARY DRAIN BECOMES RESTRICTED. EXTERNALLY INSTALLED DEVICES IN THE DRAIN LINE SHALL NOT BE PERMITTED. REUSED EXISTING CONDENSATE IF POSSIBLE. ��GNEER by 3. MECHANICAL CONTRACTOR TO VERIFY THERE IS A WORKING SMOKE Zy 1�� ON �o co DETECTOR INSTALLED IN THE RETURN WITH EXISTING UNIT. IF NOTN O o N a U cNi FIRE ALARM CONTRACTOR SHALL SELECT DUCT SMOKE DETECTOR TO MATCH BUILDING ALARM SYSTEM. MECHANICAL CONTRACTOR SHALL o 0 INSTALL, AND ELECTRICAL CONTRACTOR SHALL WIRE TO ALARM o d! Z c,`� P SYSTEM. INSTALL REMOTE TEST STATION IF REQUIRED. °� 5 e� 4. REMOVE EXISTING DUCTWORK BACK TO UNIT. PROVIDE NEW INTERNALLY INSULATED DUCTWORK LOCATED ON ROOF MINIMUM R8. SEE ROOF MOUNTED DUCTWORK DETAIL. CONTRACTOR SHALL VERIFY EXACT ROUTING AND SIZING. DUCTWORK IS SHALL BE SIZED AT "0.1 FRICTION" PER 100 FT OF DUCT. CONTRACTOR CAN CHANGE SIZE OF DUCT SHOWN AS LONG AS 0.1 FRICTION IS USED IN SIZING. EXISTING GAS AND CONDENSATE TO REMAIN AND BE REUSED. ALL FIELD CONDITION ARE NOT KNOWN AND CONTRACTOR SHALL VERIFY. 5. REFRIGERATION EQUIPMENT CONDENSING UNIT ON ROOF. PROVIDED BY FOOD SERVICE CONTRACTOR. COORDINATE WITH FOOD SERVICE, ARCHITECTURAL AND ELECTRICAL DRAWINGS. PROVIDE RAILS FOR CONDENSING UNIT. COORDINATE RAIL SYSTEM WITH MANUFACTURERS REQUIREMENTS AND STRUCTURAL ENGINEERS. CONTRACTOR INSTALLING REMOTE CONDENSERS SHALL VERIFY EXACT SIZE OF CONDENSER STAND. CONTACT RM ENTERPRISE AT 800-798-3898 FOR STAND INFORMATION AND ORDERING. d s 0 c N Z Z FOLLOW SAME ROUTING AS a EXISTING RA. ROUTE NEW RA o DUCT DOWN EXISTING RA CURB z OPENING. SEAL ALL PENETRATIONS WATER TIGHT. N 4 04.26.17 PLANNING CMNTS o 3 04.17.17 CLARIFICATION o 2 04.12.17 HEALTH COMMENTS 0 `\\ a 1 04.12.17 PERMIT COMMENTS c --� 03.07.17 PERMIT SUBMIT TOP OF PARAPET +/- 14'-6" ABOVE GRADE PROVIDE DUCT =_= 3 SHEEP SHEET M101 03.02.17 OWNER REVIEW r FOR CONTINUATION SUPPORTS, SEE NO DATE REMARKS r TOP OF DUCTWORK +/- 13'-5" ABOVE GRADE DETAIL SHEET M301 8/16 OF DUCTWORK. 3 U TOP OF EXIST RTU +/- 14'-2" ABOVE GRADE -__RA SEE ON SHEET M301 REVISIONS FOR DETAIL ON INSULATING AND ------ COVERING DUCTWORK 4 _ R SHEET SHEET M101 - i��q�r FOR CONTINUATION g OF DUCTWORK. c ERTU i S I /16 SA� 4 3 2 1 1 FOLLOW SAME ROUTING AS EXISTING SA. PENETRATE EXISTING WALL AND ENLARGE 0 ENING AS o REQUIRED. SEAL ALL o PENETRATIONS WATER 1IGHT. z n =F a PIPE CURB u 5 N r U c 'F n ktar, N JUICE: BAR r r HARBOR VIEW HILLS NORTH 1620 SAN MIGUEL DR MECHANICCAL ROOF PLAN NEWPORT BEACH, CA SCALE: i/4" = 1' 0" PROJECT NO: 2016.0455 r DATE: 02.16.2017 i 0 0 0 M102 0 N MECHANICAL ROOF PLAN Q 2 0 a CHECKED: AS DRAWN: GAB 0 PA2017-089 DAVID BOYCE FFH NERAL NOTES SHEET INDEX �HMCr NTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS & INSPECTIONS REQUIRED FOR CERTIFICATE OF OCCUPANCY. REVISION# L WORK SHALL CONFORM TO THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL CODES, LAWS, RULES, & REGULATIONS ' 0 � A LL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, T101 TITLE SHEET MOST RESTRICTIVE SHALL APPLY. ARCHITECTURAL E CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS AS A001 EXISTING CONDITIONS& DEMO PLAN IRED UNTIL NEW STRUCTURAL MEMBERS ARE PERMANENTLY INSTALLED, WHETHER INDICATED ON THE DRAWINGS ORzk �azx .:. r � A101 FLOOR PLAN IF THE CONTRACTOR IS UNSURE WHETHER OR NOT TO PROVIDE TEMPORARY SHORING AND BRACING HE SHALL ASK THE ITECT OR STRUCTURAL ENGINEER, IN WRITING, PRIOR TO COMMENCEMENT OF WORK. r:F A102 DETAILS& DOOR SCHEDULE NTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO COMMENCEMENT OF sA201 REFLECTED CEILING PLAN xA301 ENLARGED RESTROOM & ELEVATIONS 604 COURTLAND STREET K, AND SHALL NOTIFY OWNER & ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. r' ' SUITE 100 NTRACTOR TO VERIFY FIT & FINISH REQUIREMENTS FOR ALL PROJECT COMPONENTS, WITH OWNER, PRIOR TO ORDERING '% s, :ter r, A401 FINISH PLAN& SCHEDULES �v ORLANDO, FLORIDA 32804 RIALS. REPORT CONFLICTING INFORMATION TO OWNER PRIOR TO PROCEEDING WITH WORK. ;` : x A501 EQUIPMENT PLAN &SCHEDULE PH 407.645.5008 NTRACTOR SHALL DISPOSE OF ALL DEMOLITION & CONSTRUCTION DEBRIS AS REQUIRED BY FEDERAL, STATE AND LOCAL � �� �;? � v � A5o2 EQUIPMENT DETAILS Fx 407.629.9124 NANCES. f s #zi" A601 INTERIOR ELEVATIONS 7. ALL TILE FLOORING IN WET AREAS TO BE OVER WATERPROOF MEMBRANE W/EPDXY GROUT, --TYPICAL „ SEAL: A701 SPECIFICATIONS 8. CONTRACTOR SHALL STENCIL/LABEL ON ALL RATED WALLS IN CONCEALED AREAS THE FOLLOWING: "FIRE AND SMOKE ' . , "`' "'; , . msRCMU 0LUM oncoEWSM nHUM. A702 SPECIFICATIONS T■■ ■■����■�gE�■gyu�■■�■y, BARRIER -- PROTECT ALL OPENINGS." MECHANICAL 9. BY THE USE OF THE DRAWINGS FOR CONSTRUCTION OF THE PROJECT, THE OWNER REPRESENTS THAT HE HAS REVIEWED AND APPROVED THE DRAWINGS, AND THAT THE CONSTRUCTION DOCUMENT PHASE OF THE PROJECT IS COMPLETE. M001 MECHANICAL LEGEND AND NOTES 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS FURNISHING THE LABOR, MATERIALS, ANDA U E BR M101 MECHANICAL FLOOR PLAN \��FCGE b/yd r ALL WORK, SO THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. M102 MECHANICAL ROOF PLAN v Oy m p ti 11. CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS INCLUDING ARCHITECTURAL, M201 MECHANICAL SCHEDULESMECHAN EICT PRIOR M401 HVAC TITLE 24 BING, AND ANY WORK.ELECTRICAL. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER & DETAILS Cl ce ARCHITECT o M o Q 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE DIMENSIONS OF ALL EQUIPMENT PLUMBING INCLUDED IN THIS PROJECT SO THAT PREPARATIONS CAN BE MADE TO PROVIDE ENTRY INTO THE FACILITY WITH SUFFICIENT P100 LEGEND AND GENERAL NOTES CLEARANCE, AND TO ENSURE THAT ADEQUATE FLOOR SPACE IS AVAILABLE. P101 PLUMBING PLANS 13. CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS, WALLS, CEILINGS, ETC. WILL BE P201 PLUMBING DETAILS DETERMINED BY DIMENSIONS ON DRAWINGS. ANY SUCH DIMENSIONS MISSING FROM THE PLANS MUST BE BROUGHT TO THE ATTENTION OF THE OWNER &ARCHITECT IMMEDIATELY. HARBOR VIEW HILLS PLUMBING RISER ELECTRICAL 14. THE CONTRACTOR SHALL ADHERE TO THE DRAWINGS AND SPECIFICATIONS. SHOULD ANY ERROR OR INCONSISTENCY ELECTRICAL APPEAR REGARDING THE TRUE MEANING AND/OR INTENT OF THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL E001 GENERAL INFORMATION &SPECS IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL MAKE ANY NECESSARY CLARIFICATION, INTERPRETATION, OR 1620 E101 ELECTRICAL PLANS-LIGHT& POWER REVISION AS REQUIRED. SAN MIGUEL DRIVE • E01 ELECTRICAL DETAILS 15. IF THE CONTRACTOR DISCOVERS AN ERROR OR INCONSISTENCY AND PROCEEDS WITH WORK WITHOUT NOTIFYING THE E3301 NOT USED OWNER &ARCHITECT OF ANY SUCH DISCREPANCIES, HE SHALL ASSUME ALL CHARGES AND MAKE ANY CHANGES TO HIS WORK E401 TITLE 24 MADE NECESSARY BY HIS FAILURE TO OBSERVE AND/OR REPORT THE CONDITION. E4o2 TITLE 24 IF THE INTENT THE DRAWINGS & SPECIFICATIONS ARE UNCLEAR, THE CONTRACTOR SHALL ASK THE ARCHITECT FOR NEWPORT BEACH , CA 92660 E403 TITLE 24 CLARIFICATION, PRIOR TO PROCEEDING WITH WORK, IN THE FORM OF A WRITTEN R.F.I (REQUEST FOR INFORMATION). THE ARCHITECT SHALL THEN RESPOND IN WRITING TO ALL APPROPRIATE PARTIES. 17.CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, FIXTURES, ETC. IN LEASED SPACE FROM LOSS, DAMAGE, FIRE, THEFT, ETC. 18. WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL MEAN EQUAL PRODUCT AS APPROVED IN WRITING BY ARCHITECT. 19.IF THE CONTRACTOR PROPOSES A MATERIAL OR EQUIPMENT SUBSTITUTION HE SHALL PROVIDE ALL APPROPRIATE DOCUMENTATION AND INFORMATION REQUIRED FOR THE ARCHITECT TO DETERMINE WHETHER OR NOT THE SUBSTITUTION IS EQUAL TO THE SPECIFICATION. 20. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY INWALL FRAMING REQUIRED TO CARRY SHELF, HANGING, AND VALANCE LOADS, RAILINGS, ETC. AS PER PLANS. 21. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNTERTOPS, EQUIPMENT, AND WALLS. 22. PROJECT SHALL BE LEFT CLEANED AND POLISHED AFTER COMPLETION OF WORK. 4 23. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL, AND PLUMBING STUB OUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT SUPPLIER FOR SPECIFIC REQUIREMENTS & REFERENCES. APPLICATION #: 0516-2017 24. CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING, INSTALLATION AND HOOK-UP OF ALL EQUIPMENT AND OTHER OWNER FURNISHED ITEMS. 25. CONTRACTOR SHALL REFER TO THESE DOCUMENTS, AS WELL AS SPECIFICATIONS, FOR IDENTIFICATION OF ALL OWNER ' CODE COMPLIANCE SUMMARY ■ EXIT REQUIREMENTS ■ CONTACTS ■ SUPPLIED ITEMS. CONTRACTOR SHALL VERIFY WITH OWNER, PRIOR TO ORDERING, WHICH ITEMS THE OWNER SHALL SUPPLY. ALL ITEMS NOT MARKED AS "OWNER SUPPLIED"ARE TO BE SUPPLIED BY THE CONTRACTOR. UNLESS NOTED OTHERWISE ALL APPLICABLE CODES-BASED ON THE CITY OF NEWPORT BEACH, CA GOVERNMENTAL AGENCIES VICINITY MAP ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. EGRESS WIDTH: (IBC SECTION 1005) ci 26. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL CONFORM TO THE BUILDING CODE AND LOCAL 2016 CALIFORNIA BUILDING CODE DEPT.: BUILDING DEPARTMENT PROJECT LOCATION 2016 CALIFORNIA PLUMBING CODE OCCUPANCY EGRESS WIDTH PER OCCUPANT SERVED NAME CITY OF NEWPORT BEACH COMMUNITY NORTH GOVERNING BUILDING CODES/ORDINANCES. 2016 CALIFORNIA MECHANICAL CODE BUSINESS 0.2 INCHES PER OCCUPANT DEVELOPMENT-PLANNING DEPARTMENT 27. CONTRACTOR SHALL CONTACT THE LOCAL FIRE MARSHALL, AND PROVIDE AND INSTALL FIRE EXTINGUISHERS PER THE FIRE 2016 CALIFORNIA ELECTRIC CODE 21 x 0.2"=4.2" MINIMUM ADDRESS 100 CIVIC CENTER DRIVE MARSHALS DIRECTION, INCLUDING: TYPE, QUANTITY, AND LOCATIONS. AS A MINIMUM, CONTRACTOR SHALL PROVIDE FIRE 2016 CALIFORNIA ENERGY CODE NEWPORT BEACH, CA 62660 EXTINGUISHERS HAVING A RATING OF 2--A10--BC FOR EVERY 3,000 S.F. OF FLOOR AREA AND TRAVEL DISTANCE TO AN 2016 CALIFORNIA ACCESSIBILITY CODE NUMBER OF EXITS: (IBC SECTION 1015) CONTACT JANA EGAN EXTINGUISHER SHALL NOT EXCEED 75 FEET. 2016 CALIFORNIA FIRE CODE (2) PROVIDED PHONE 949.644.3204 .,i 28. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP sc DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. EGRESS REQUIRED: (1) 36" MINIMUM DEPT.: ZONING DEPARTMENT o (1)72" 108" NAME CITY OF NEWPORT BEACH COMMUNITY (1) 36" + R o 29. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK TO VERIFY LOCATIONS OF ALL EGRESS PROVIDED: = z TYPE OF CONSTRUCTION DEVELOPMENT- PLANNING DEPARTMENT $ UNDERGROUND UTILITIES. NOTIFY ARCHITECT IMMEDIATELY IF CONFLICTS EXIST BETWEEN EXISTING UTILITIES AND NEW ADDRESS 100 CIVIC CENTER DRIVE CONSTRUCTION, PATCH, REPAIR, AND/OR REPLACE ALL ADVERSELY AFFECTED FINISHES AND SURFACES AS REQ'D. UPON EXISTING II-B EXIT ACCESS TRAVEL DISTANCE: (IBC TABLE 1016.1) NEWPORT BEACH, CA 92660 z CONTACT MAKANA NOVA 4 04.26.17 PLANNING CMNTS COMPLETION OF CONSTRUCTION. ALL PARKING AREA PAVEMENT AND NEW CONCRETE PADS SHALL TRANSITION SMOOTHLY. OCCUPANCY AND GROUP CLASSIFICATION "B" FEET TRAVEL DISTANCE WITH SPRINKLER 300' PHONE 949.644.3204 3 04.17.17 CLARIFICATION o 21 0 ■ B-BUSINESS LANDLORD PROPRIETARY VENDORS 2 04.12.17 HEALTH COMMENTS JUICE SHOP-ASSEMBLY WITH LESS THAN 50 OCCUPANTS EXIT 1 TRAVEL DISTANCE = 55'-1" NEWiPORT'' � ( ) ; CENTER ti3 1 04.12.17 PERMIT COMMENTS a EXIT 2 TRAVEL DISTANCE = 26-11" LANDLORD REQUIRES THE TENANT ULILIZE LANDLORD PROPRIETARY 03.07.17 PERMIT SUBMIT a O . ®®® GROSS AREA: NUMBER OF STORIES VENDORS FOR ANY ROOFING WORK THAT MAY TAKE PLACE AT THE ' Say Jaaquln 03.02.17 OWNER REVIEW 1,080 SQ/FT BUILDING IS ONE STORY TENANT'S EXPENSE. 1620SWMIrml NO DATE REMARKS r ® NAME SAON MARINO ROOF CO.OFING INC. REVISIONS FIRE RESISTANCE RESTROOM CALCULATIONS ryl NET PUBLIC AREA: ADDRESS 2187 N. BATAVIA ST. BUILDING ELEMENT TYPE (IN HOURS) SANTA ANA, CA 92705 3 422 SQ/FT STRUCTURAL FRAME 0 RATING CONTACT MARTHA RICHTER f3tsC91�rld c ® fn58tYe BEARING WALLS EXTERIOR PHONE 949.644.3204 0 RATING NO. OF TOILETS: REQUIRED- 1 PROVIDED- 1 � - NON-BEARING WALLS AND PARTITIONS ROOFING INSPECTIONS ■ 4 �sy io # SEATS: 6 NO. OF LAVATORIES: REQUIRED - 1 PROVIDED- 1 NAME INDEPENDENT ROOFING CONSULTANTS CtJ124NA `a a EXTERIOR 0 RATING4RT o FLOOR CONSTRUCTION 0 RATING CONTACT JEFF STARR INTERIOR 0 RATING HOURS OF ADDRESS 1761 EAST GARRY AVENUE F ORANGE, CA 92865 ti OPERATION: ROOF CONSTRUCTION 0 RATING DRINKING FOUNTAINS: REQUIRED: 1 PER 100 PHONE 949.476.9810 ■ - OPTIONAL WATER SERVICE BY KITCHEN PROVIDED r PLANNING AREA CALCULATIONS M-F: lam - 7 pm 4 10 NET S-S: 7am - 7 m FINISH REQUIREMENTS SERVICE SINK: REQUIRED - 1 PROVIDED- 1 PATH TO HANDICAP PARKING o 3 NORTH (3 PUBLIC F NEAREST HANDICAP PARKING EXIT ACCESS CORRIDORS&OTHER EXITWAYS: W KITCHEN CLASS B AREA ASSEMBLY CLASS B ■ 1,080-SQUARE-FOOT,TENANT IMPROVEMENT TO CONVERT EXISTING 4 STORAGE CLASS B RETAIL SPACE TO A NEW TAKE-OUT SERVICE, LIMITED JUICE BAR. w ROOMS & ENCLOSED SPACES SEPARATE PERMITS DEMOLITION OF EXISTING WALLS/CEILINGS TO CREATE NEW LAYOUT KITCHEN CLASS C NEW ACCESSIBLE RESTROOM TO MEET LOCAL CODES ASSEMBLY CLASS C 1. SIGNAGE SYSTEM IS NOT WITHIN THE SCOPE OF THIS PERMIT. SUBMIT NEW INTERIOR FINISHES THROUGHOUT THE SPACE STORAGE CLASS C DRAWINGS TO LOCATION JURISDICTION FOR REVIEW AND APPROVAL REWORK ELECTRICAL SERVICE AND DEVICES FOR NEW LAYOUT "'_, ne t IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES PRIOR TO REWORK EXISTING HVAC SYSTEM FOR NEW LAYOUT �„ ya, ,,r JUICE BAR O KITCHEN INSTALLATION. REWORK EXISTING PLUMBING FOR NEW LAYOUT c ■ ■ 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR ■ ■ r HARBOR VIEW HILLS ° - - - BUILDING DEPARTMENT APPROVAL PRIOR TO INSTALLATION OF PROJECT TEAM c ` 1620 SAN MIGUEL DR cc 26-11-,TRAVELDINCE OCCUPANCY CALCULATIONS SPRINKLER SYSTEM. FIRE SPRINKLER SYSTEM TO MEET ASSEMBLY REQUIREMENTS OF NFPA 13 ,THE STATE AND LOCAL FIRE MARSHALL ARCHITECT TENANT NEWPORT BEACH, CA g 56-1 TRAVEL DISTANCE OR WHICHEVER IS MORE STRINGENT. SUBMIT SPRINKLER DESIGN TO TOTAL BOMA AREA OF PROPOSED USE: 1,080 GROSS SF OF BUILDING ARCHITECT FOR APPROVAL. DAVID BOYCE NEKTER JUICE BAR 604 COURTLAND ST. STE 100 1844 E. CARNEGIE AVE. v w DISTRIBUTION AS FOLLOWS: (IBC, TABLE 1004.1.1) r.; PROJECT NO: 2016.0455 c ORLANDO, FL SCC SANTA ANA, IL LaCL DATE: 02.16.2017 3. FIRE ALARM CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO THE ri CONTACT: JAY SCHONEMAN CONTACT: PHIL LaCLAiR KITCHEN @ 200 OCC/SQFT 340 SOFT/200 =2 PROPER AUTHORITIES IN THIS JURISDICTION.THESE SHOP DRAWINGS TEL. 630.932.2336 PHONE: 714.227.5716 ld o STORAGE ASSEMBLY @ 15 OCC/SQFT 244 SQFT/ 15 = 17 SHALL INCLUDE, BUT NOT LIMITED TO; BATTERY CALCULATIONS, EMAIL: EMAIL: : 714.LACLA1R L - - - - _ _ VOLTAGE DROP CALCULATIONS, MANUFACTURER/MODEL a STORAGE/ACCS. (a) 300 OCC/SQFT 496 SQFT/300 =2 NUMBER/LISTING INFORMATION FOR EQUIPMENT, DEVICES AND JSCHONEMAN@INTERPLANLLC.COM @NEKTERJUICEBAR.COM TOTAL: 1,080 SQFT(GLA) = 21 OCCUPANTS MATERIALSPROJECT LOCATION 0 1,033 SQ . MEP ENGINEER PROPERTY OWNER FT(NET FLOOR AREA) NORTH TI ACCESSORY INTERPLAN LLC IRVINE COMPANY RETAIL PROPERTIES 604 COURTLAND ST. SUITE 100 110 INNOVATION DRIVE TITLE SHEET Qo OCCUPANCY/ EXIT PLANO Z ORLANDO, FL. 32804 IRVINE, CA 92617 PARTIAL SITE PLAN NORTH CONTACT: STACY HENSON PAULETTE ALEXANDER i? 1/8" = 1' O' 1 TEL. 407-645-5008 949.720.3167 SCALE: NTS CHECKED: JS DRAWN: KE �yCP PALEXANDER@IRVINECOMPANY.COM VGGi y� PA2017-089 DAVID BOYCE DEMO KEY NOTES ARCH Cr 01 LEASE LINE, VERIFY WITH LANDLORD REPRESENTATIVE D2 EXISTING DEMISING WALL TO REMAIN, (SEE CONSTRUCTION AND FINISH PLANS FOR NEW FINISH REQUIREMENTS). ***IF WALL IS REQUIRED TO BE FIRE RATED, G.C.TO VERIFY ALL PENETRATIONS (NEW OR EXISTING)ARE FIRESTOPPED PER APPLICABLE U.L.ASSEMBLIES. PATCH &REPAIR AS NECESSARY TO MAINTAIN REQUIRED FIRE SEPARATION t 59'-8 3/4"VI 4'-9 1/2" T-10" 151'-1 1/4" 10 D3 REMOVE EXISTING FLOORING THROUGHOUT SPACE. 604 COURTLAND STREET SUITE 100 REMOVE ALL EXISTING DISPLAY FIXTURES,WALLCOVERING AND WALL FINISHES ORLANDO, FLORIDA 32804 D4 THROUGHOUT ENTIRE SPACE. PATCH &REPAIR EXISTING SURFACES AS PH 407.645.5008 __—_____ _--_—___ ___________________________________ NECESSARY. PREPARE SURFACE TO RECEIVE NEW FINISH. r-- ----- - ---- -- FX 407.629.9124 D1 D2 D1 I I EXISTING DOOR TO REMAIN. SUPPLEMENT HARDWARE AS REQUIRED. SEE DOOR J —N - - � p1 D5 SCHEDULE, A102. SEAL: 7MIGN■NfIS'NOT FOR CONSTRUCTIONIRM 7■ASE9fFCf BIEtlCdIFES$SISAAfSBEAINSfALAPPNBSROW. D11 D5 D1 D11 D9 p7 D6 EXISTING DOOR AND ALL ASSOCIATED HARDWARE TO BE REMOVED. M D5 D4 U D7 EXISTING STOREFRONT CONSTRUCTION, GLAZING,AND SOFFITS TO REMAIN. eloA�_r_l y�� tz D6 D11 D3 D3 D4 E 7�ALL EXISTING CEILING TILES, GRID, GYP. BOARD CEILINGS AND SOFFITS ARE TO A C1 D8 ¢ BE REMOVED AS SHOWN. Q a v I I a Qo LL D11 D1 D17 I D6 D1 I 09 EXISTING PLUMBING FIXTURES TO BE REMOVED. CAP PLUMBING LINES AS y��b U gyp) > N I F REQUIRED. c�F� /7 D5 n I 71 D1 ALL EXISTING LIGHTING TO BE REMOVED COMPLETELY. \ D6 III 1 2'-10" �\ III D3 D7 D11 EXISTING PARTITION TO REMAIN, PATCH & REPAIR AS NECESSARY. B 3/a° � � I I I I I I I 01 EXISTING RECESSED ELECTRICAL PANEL TO REMAIN. SEE ELECTRICAL L9 r HD4 D4 I DRAWINGS. D9 D9 I D9 I Dt EXISTING HVAC DIFFUSERS AND RETURN GRILLES TO BE REMOVED AND © RELOCATED AS SHOWN ON MECHANICAL DRAWINGS. 0 EXISTING HVAC SYSTEM TO REMAIN. REUSE DUCTWORK AS ABLE. SEE ___________ __________________________________________________________ 01 MECHANICAL DRAWINGS. D1 NOT USED GC TO VERIFY ALL DIMENSIONS ON THIS D1 NOT USED H PLAN. CONTACT ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. Ej EXISTING INTERIOR PARTITION AND ALL ASSOCIATED FINISHES TO BE REMOVED. D1 NOT USED NORTH D1 EXISTING WATER HEATER TO REMAIN. SEE PLUMBING DRAWINGS. DEMOLITION PLAN SCALE: 1/4" = 1'-0" 0 ■ 00 GENERAL DEMOLITION NOTES y Z 1. G.C.TO REMOVE EXISTING FLOOR FINISHES AND ADHESIVES THROUGHOUT SPACE UNLESS OTHERWISE NOTED ON PLANS. TENANT G.C. TO PATCH AND REPAIR EXISTING SLAB AS REQUIRED BY DEMOLITION AND PREPARE SLAB FOR NEW FINISH. r 2. REMOVE ALL INTERIOR AND EXTERIOR SIGNAGE, LETTERING,AND GRAPHICS. PATCH AND REPAIR EXTERIOR FINISHES TO A"LIKE NEW'CONDITION, AS REQUIRED DUE TO REMOVAL. o - 3. G.C. IS REQUIRED TO PROTECT CONCRETE SIDEWALKS,WALLS, FLOORS, AND OTHER 4 04.26.17 PLANNING CMNTS o I / / I ( I I I ( I I I SURFACES PER LANDLORD DIRECTION. TENANT G.C. IS RESPONSIBLE TO PAY THE 3 04.17.17 CLARIFICATION + - - t- - L = =1 = _ - J r - -1- - T - - � - - - - -I- = + - � - - I - - I- - = =1= = - - - -I- - - - - COSTS OF ANY DAMAGE TO THE COMMON AREA SURFACES CAUSED BY o - - - J, � + + - - - - � - - - - � - - - - � - - 2 04.12.17 HEALTH COMMENTS a D8 D1 D1 III I I D8 1 D1 I ( SUB-CONTRACTORS OR DELIVERY PERSONNEL. ALL CONSTRUCTION AREAS AND w Il I I 1 ASSOCIATED WORK AREAS SHALL BE KEPT CLEAN OF DEBRIS BY THE CONTRACTORS 1 04.12.17 PERMIT COMMENTS a _ _ ILL _ - �_�- - — 1 - - y - - r — + = =1= = �- - + - - - - + - - - - — + - -I III I ( 1 \/ I�. ( \/ I) I 1 \/ I 4. G.C. IS RESPONSIBLE TO ENSURE THAT THERE ARE NO UNDERGROUND UTILITY 03.02.17 OWNER REVIEW R 1 /\ /\ /\ NO DATE REMARKS c L — _ _ _ _ _ _ _ _ _ _ _ _ I_ _ IL _ _ _ I _ _I _ _ _ _ _ _ _ _ I� — _ _I _ _ SERVICES BEFORE CUTTING ANY CONCRETE ANYWHERE ON THE PROPERTY. ABOVE — — r I I I I I I I I GROUND UTILITY LINES ARE NOT TO BE RE-USED AND MUST BE REMOVED TO THE REVISIONS _ IF 1 ORIGIN POINT. ALL UNDER SLAB UTILITY LINES TO BE CUT, CAPPED, AND SEALED. - - I II �� II I 111 I I I I I S _ _ _ _ J _ _I__ — _ _ — _ _ _ _ _I__ _ _ __ _ _ _ 5. OWNER RESERVES THE RIGHT TO RETAIN ANY OR ALL EXISTING ITEMS. L I� _ �II U - - - - I- - � - - a - - � - - � — _ _ - - — - - —1- - — 3 Ir — JI Ir � Ir — ll r — — — � � (CONTRACTOR SHALL VERIFY WITH OWNER.) ALL OTHER MATERIALS AND DEBRIS o I i I i I SHALL BE REMOVED. y 1 l 1 1 I II II II II 1 II II 1 II II 1 II LL D8 D10 D1 F 4 T T -(- I — T — T 6. CONTRACTORS SHALL BE RESPONSIBLE FOR VISITING THE SITE TO BECOME c III I1 ( I I I I FAMILIAR WITH THE EXISTING CONDITIONS. THESE DEMOLITION DRAWINGS SHALL \ I j SERVE TO AID THE CONTRACTOR IN HIS EVALUATION OF THE EXTENT OF w D8 D1 p13 ( _ _ _ _ _ _ — — _ — — - - _ DEMOLITION, BUT SHALL NOT BE ALL INCLUSIVE. �\ Dt I I `� `� 7. CONTRACTORS SHALL BE RESPONSIBLE FOR DEMOLITION REQUIRED FOR THE r _ , _ _ INSTALLATION OF NEW CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLY o L/y L1 _ _ L _ _ _ _ J U - - I - - — - - - - — � - - � — - - - - — - - � - - — - - - - — - - - - � — � - - SHOWN OR NOTED IN THESE DOCUMENTS. 0 8. CONTRACTORS SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO REMOVAL TO h ENSURE SUCH REMOVAL DOES NOT IMPAIR STRUCTURAL INTEGRITY OF THE EXISTING SPACE. IF THE INSPECTION INDICATES THAT THE STRUCTURAL INTEGRITY MAY BE JEOPARDIZED, CONTACT THE ARCHITECT/ENGINEER IMMEDIATELY AND DO NOT PROCEED. h 9. REMOVE ALL DAMAGED GYPSUM BOARD, MASONRY, CONCRETE, ETC. FROM EXISTING SURFACES AND REPAIR TO MATCH ADJACENT CONSTRUCTION PRIOR TO no REFINISHING. Me ne 10. PROTECT FROM DEMOLITION AND RECONSTRUCTION DEBRIS ALL"EXISTING TO JUICE BAR NORTH REMAIN"AND"TO BE REMOVED AND RELOCATED" FIXTURES AND EQUIPMENT a REQUIRED TO REMAIN IN PLACE DURING CONSTRUCTION PROCESS. DEMOLITION REFLECTED CEILING PLAN 11. ALL DEMOLITION MATERIAL BECOMES THE PROPERTY OF THE CONTRACTORS AND IS HARBOR VIEW HILLS 2 TO BE REMOVED FROM THE PROPERTY IN A LEGAL MANNER. THE OWNER RESERVES SCALE: 1/4" = 1'-0" THE RIGHT TO CLAIM ITEMS WHETHER OR NOT THOSE ITEMS WERE SPECIFICALLY 1620 SAN MIGUEL DR a NOTED FOR RELOCATION OR TO BE RETURNED TO THE OWNER. NEWPORT BEACH, CA 12. GENERAL CONTRACTOR WILL BE REQUIRED TO REPAINT AND/OR REPAIR THE r OWNER'S PROPERTY THAT BECOMES DAMAGED DURING THE CONSTRUCTION PROJECT NO: 2016.0455 PROCESS. r DATE: 02.16.2017 13. ANY EXISTING EQUIPMENT OR COMPONENTS, IN OR PERTAINING TO THE PREMISES, THAT ARE BEING ABANDONED MUST BE REMOVED COMPLETELY AND PROPERLY. a 0 14. ALL ROOF MOUNTED EQUIPMENT NOT TO BE RE-USED, MUST BE REMOVED BY G.C. w O O ROOF MUST BE PROPERLY REPAIRED AND PREPARED BY ROOFER. ROOF CURBS H MUST BE REMOVED AND/OR CAPPED. 5 15. ALL FLOOR PENETRATIONS MUST BE SLEEVED, SEALED, FIRE STOPPED, AND WATERPROOFED. EXISTING CONDITIONS& Q DEMOLITION PLAN `x 16. ALL PIPING SLEEVES MUST EXTEND A MINIMUM OF 4", OR TO THE HEIGHT OF THE 0 BASE. CHECKED: JS DRAWN: KE/KCP PA2017-089 DAVID BOYCE ARCH=Cr EXISTING ROOF DECK 3 5/8",20 GA. MTL. STUD FRP ON 3/4"TREATED PLYWOOD DECK DIAG. BRACING AT 48"O.C.. OVER 3 5/8" 18 GA.MTL. STUD JOISTS TO TOP OF ROOF STRUCT. ABOVE 3 5/8",20 GA. MTL. STUD AT 12"O.C. 3 5/8",20 GA.MTL.STUD 3 5/8",20 GA.MTL.STUD 604 COURTLAND STREET BRACING AT 48"O.C. DIAG. BRACING AT 48"O.C.. DIAG. BRACING AT 48"O.C.. SUITE 100 BACK TO WALL TO TOP OF ROOF STRUCT. TO TOP OF ROOF STRUCT. ORLANDO, FLORIDA 32804 ABOVE ABOVE EXIST ROOF JOIST FRP FINISH ON PH 407.645.5008 5/8"GYP. BD. CAP FX 407.629.9124 � � EO FRONT&BOTTOM SEAL: F CEILING SYSTEM AS SCHED. CEILING SYSTEM AS SCHED. — CEILING SYSTEM AS R1398CUMBRIS"NOT FOR CONSTRUCTION-OEM CEILING SYSTEM AS SCHED. m: 4410 SCREWS - TBEAkB1IEC1■E■L1FE1'SSR■T�� + • O CEILING SYSTEM AS SCHED. EACH JOIST SCHED. w CONNECTION - WALL TYPE J = WALL TYPE D WALL TYPE B 3 5/8",20 GA., METAL STUD TENANT LEASE ADJACENT 3 5/8",20 GA.,METAL STUDS 3 5/8",20 GA.,METAL STUDS WALL TYPE A �GZ bZAI FURRING AT 16"O.C. p LEASE MTL.STUD LEDGER �f1., AT 16"O.C. W/INSULATION AT 16"O.C. 5/8"GYP. BD. BOT ES OF `� G� d� UNDER JOISTS IlJ-I WALL REF.71A102 rn I}i 5/8"TYPE'X'GYP. BD.TO z z BACKING z 4D o w J N NOT USED DECK ABOVE 3 5/8",20 GA., METAL STUD F Q NOT USED Q < - WALL TYPE K WALL TYPE E J WALL TYPE C J ,,, ce 6",20 GA., METAL STUD j AT 12"O.C. y ;' 3 5/8",20 GA., METAL 6",20 GA.,METAL STUDS AT a 6",20 GA.,METAL STUDS AT a WALL TYPE Al NOT USED a O _ FURRING AT 16"O.C. EXISTING FRAMING TO DECK ABV. c- z w STUDS AT 16"O.C. = U' 16"O.C. O 5/8"GYP. BD. E F tcx .� 16"O.C.W/INSULATION J J -� J% FRP ON 5/8"DUROCK = N °' d r� in U U WALL ONLY. EF.7/A10 FOR Of FRP ON 5/8"GYP. BD. WATER FRP ON 5/8"GYP. BD. WATER u u ( _1 ( WALL BAC I 5/8"GYP. BD.-TYPE'X' INSTALL 5/8"DUROCK AT w xv RESISTANT IN KITCHEN AREAS) w RESISTANT IN KITCHEN AREAS) w J w w ABOVE DUROCK-REF. 7/A102 FOR w LU ABOVE DUROCK-REF. 7/A102 FOR w DEMISING WALL IN WET AREAS - U w w � EXISTING WALL O O- Ii WALL BACKING WALL BACKING w K 5/8"DUROCK-FULL SEE 1/A502 FOR w w LL w 3 5/8",2 AL LL 5/8"DUROCK TO 12"A.F.F. @MOP SINK FINISH J J 5/8"DUROCK TO 12"A.F.F. w 5/8"DUROCK TO 12"A.F.F. w STUDS AT 1 it (KITCHEN&WET AREAS) (KITCHEN&WET AREAS) 3 3 (KITCHEN&WET AREAS) BASE AS SCHED. BASE AS SCHED. BASE AS SCHED. - BASE AS SCHED. BAS ED. BASE AS SCHED. u BASE AS SCHED. \i FINISH FLOORING AS FINISH FLOORING AS FINISH FLOORING AS FINISH FLOORING AS FINISH FLOORING AS FINISH FLOORING AS FINISH FLOORING AS SCHED. SCHED. SCHED. SCHED. SCHED. SCHED. SCHED. � � } SECURE TO CONC. SLAB W/ SECURE TO CONC.SLAB W/ SET BOTTOM TRACK IN BED SET BOTTOM TRACK IN BED SECURE TO CONC.SLAB W/ SET BOTTOM TRACK IN BED OF HILIT-HIT POWER ACTUATED HILIT-HIT POWER ACTUATED SEE 9/A101 FOR OF SEALANT TO REDUCE OF SEALANT TO REDUCE HILIT-HIT POWER ACTUATED SEALANT TO REDUCE WATER (EXISTING DEMISING WALL) DEVICE AT 32"O.C. MAX. DEVICE AT 32"O.C. MAX. BRACING DETAILS WATER TRANSFER WATER TRANSFER DEVICE AT 32"O.C.MAX. TRANSFER AT WET LOCATIONS �Q ALL TYPE J & K WALL TYPE H WALL TYPE G TYPE F WLL TYPE D & E �1 WALL TYPE B & C WALL TYPE A & Al SCALE: 1-1/2" = 1'-0" SCALE: 1 1/2" = 1' 0" b SCALE: 1 1/2" = 1 ' 0" &�S21E.L 1-1/2" = 1'-0" GN-EAL—E.- 1-1/2" = 1'-0" 2 SCALE: 1-1/2" = l'-0" ■ g 410* 4117 LANDLORD NOTES CONSTRUCTION NOTES Yi6'0-11Z tYC 117 x7-O'PLATE 1. BARRICADES CANNOT BE REMOVED UNTIL LANDLORD'S TENANT COORDINATOR HAS PROVIDED WRITTEN ❑ EXISTING DEMISING WALL. GC TO VERIFY IF REQUIRED TO BE 1-HR APPROVAL THAT STOREFRONT MODIFICATION WORK IS COMPLETE, THE WORK IS ACCEPTED AND 9. 5/8" DRYWALL TO ROOF STRUCTURE ON ALL PERIMETER AND DEMISING WALLS BY TENANT'S G.C. 1 RATED. PATCH AND REPAIR AS REQUIRED. APPROVED, AND THE TENANT IS PREPARED AND OPEN FOR BUSINESS. 4 EXISTING STOREFRONT GLAZING SYSTEM AND ENTRY DOOR TO BENEATH it a p 10. R-XX INSULATION TO EXISTING WOOD TRUSS STRUCTURE ON ALL PERIMETER AND DEMISING WALLS BY 2 SUPPORT oho 2. TENANT'S G.C. MUST FIELD VERIFY ALL UTILITY POINTS OF CONNECTION. TENANT'S G.C. REMAIN. ALL GLAZING MUST BE TEMP. GLASS AND MEET ALL CODE SAFETY REQUIREMENTS. 4'-'OC MAXIMUM, 4'-O'MAXIMUM FROM 3. ANY SECURITY OR OTHER EQUIPMENT LOCATED IN THE MAIN ENTRY AREA MUST BE INSTALLED IN A 11. ALL ROOF EQUIPMENT, VENTS, AND ASSOCIATED CONDUIT LINES INSTALLED DURING THE TENANT TYPICAL ALONG ANY CROSSING1'4i' B'16' MANNER THAT IS CONCEALED FROM PUBLIC VIEW.ALL SECURITY DEVICES AND SYSTEMS SHALL BE IMPROVEMENT CONSTRUCTION ON THE ROOF MUST BE PAINTED TO MATCH EXISTING EQUIPMENT COLOR. EXIT SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE PARTITION PARTITIONMAXIMUM INTEGRATED WITHIN THE STOREFRONT DESIGN AND FINISHES. FREESTANDING SENSOR PEDESTALS ARE F3] INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH FROIa 14TOTALIFAMNERS HLn?3VMTA'OWk3x?EW s s PROHIBITED. 12. EXISTING ROOFTOP EQUIPMENT TO BE CLEANED AND SERVICED BY TENANT'S VENDOR PRIOR TO 11 B-703.3.2.1 AND ADDITIONAL DIRECTIONAL SIGNS COMPLYING WITH END OF NfOCONCRETE RROwPER ESREP ,maiT OR iii z o COMMENCING BUSINESS OPERATIONS. A MAINTENANCE REPORT WILL BE REQUIRED PRIOR TO PROJECT AAB-703.5; INCLUDING BUT NOT LIMITED TO; MOUNTING HEIGHT, PARTITION NPoSidEH$10.4EDCORQiETE,PlCHpiSTOR4'MNFRON m w 4. ANY NON-ILLUMINATED, AND/OR ILLUMINATED SIGNAGE CANNOT BE PLACED AT THE INSIDE OF OPENING. COLOR, LETTERING STYLE, CHARACTER HEIGHT AND PROPORTION. TRDQ`L4,ASff8BYXFAYPRIORi0CAl0iGFOBPNCHg15. STOREFRONT SYSTEM WITHIN THE PREMISE. SIGNAGE MUST BE INSTALLED AT LEAST 3'-0"OFF THE INSIDE INSTALL ADJACENT TO LATCH SIDE OF DOOR . SUPPORT-LOCATION DIAGRAM SUPPORT DETAIL(PLAN VIEW) OF THE STOREFRONT SYSTEM. 13. ROOFTOP HVAC ELECTRICAL CONDUIT AND CONDENSATE DRAIN LINES MUST IMMEDIATELY PENETRATE ROOF AND RUN ALONG THE UNDERSIDE OF THE ROOF STRUCTURE.ALL CONDENSATE DRAINS MUST RUN ❑4 INSTALL NEW ROOM SIGNAGE AT TOILET ROOM, SEE DETAIL 5/A102. 5. BUG-EYE TYPE EMERGENCY LIGHTING OR COMBO TYPE EXIT LIGHT FIXTURES ARE NOT ALLOWED IN INSIDE TENANT'S PREMISES AND DRAIN TO EITHER A FLOOR SINK OR MOP SINK INSIDE THE TENANT'S m AREAS THAT ARE VISIBLE TO THE PUBLIC. PREMISES. o 6. TENANT MUST USE A RECESSED MOUNTED CLEAR ACRYLIC BLADE EXIT SIGN AT THE STOREFRONT ENTRY. 14. ALL ABANDONED ROOFTOP EQUIPMENT, CURBS,VENTS, ETC.ARE TO BE DEMOLISHED,AND THE ROOF SEE ENLARGED RESTROOM PLAN, 1/A301. REINSTATED. 7. [El ALUM. WALL CLOSURE TRIM BETWEEN COOLER&WALL. w 15. BLACK-OUT PAINT IS CURRENTLY PLACED ON THE INTERIOR OF PREMISES STOREFRONT WINDOWS. 6 REF. 2/A401 TYP. z B. PLEASE NOTE THAT TOILET ROOM WALLS AND ANYWHERE THAT MOISTURE WILL COME INTO CONTACT BLACK-OUT PAINT MUST BE LEFT IN PLACE UNTIL THE LANDLORD'S REPRESENTATIVE APPROVES Q x X WILL NEED TO INCORPORATE WATER PROOFING METHODS TO PREVENT WATER LEAKAGE AND MOLD REMOVAL UPON COMPLETION OF TENANT'S WORK AND TENANT IS READY FOR OPENING. 7 DASHED LINE ALONG WALL DESIGNATES WALL BACKER BOARD AT CORNERS,LAP TOP GROWTH IN OR AROUND THOSE AREAS. PLEASE REFER TO WATER PROOFING SYSTEM IN DESIGN ❑ LOCATIONS, FRT PLYWOOD OR 20 GA. MTL. BACKING IN WALL FOR o gFs� t�q� x PLATES AND FASTEN GUIDELINES AND IMPLEMENT THESE CHANGES FOR THE AFFECTED AREAS.A LANDLORD 16. IF A CEILING ACCESS DOOR IS REQUIRED, TENANT IS REQUIRED TO USE THE STYLEMARK DRYWALL SUPPORT OF WALL RACKS, EQUIP-., SHELVING, ETC. -REF. DETAILS TOGETHERWITH(4)NO8 REPRESENTATIVE SHALL BE REQUIRED TO OBSERVE INSTALLATION. CEILING ACCESS DOOR. 71A102 FOR BACKING REQUIREMENTS. COORDINATE WITH SCREWS ■ EQUIPMENT PLAN A501. y NO.8SIDE SCREWS IN4 04.26.17 PLANNING CMNTS o TOPAN BOTTOM STUD, G.C. TO INSTALL 5/8" PLYWD. PHONE BOARD-18"WIDE X 18"TALL. TOPANDBO7TCM El 3 04.17.17 CLARIFICATION MOUNT TOP OF BOARD 6" BELOW CEILING ABOVE MANAGER DESK. � MINIMUM 2 04.12.17 HEALTH COMMENTS a' t59'-8 3/4" INTERIOR DIMENSION(VIF) ❑9 LOCATION OF ELECTRICAL PANEL. 1 04.12.17 PERMIT COMMENTS o 03.07.17 PERMIT SUBMIT N8'-71/2" 15'-11 1/4" 13'-9" t21'-0" 10 24"x24" MOP SINK, SEE PLUMBING DRAWINGS. USE CONC. BACKER 03.02.17 OWNER REVIEW BOARD TO 4'-0"A.F.F. ON ALL SIDES. NO DATE REMARKS ❑ PROVIDE MOP/BROOM HOLDER, BOBRICK B-223x24;PROVIDE SOLID REVISIONS 11 IN WALL BLOCKING AS REQUIRED AND MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ® 1J H 1 r 2'-0"STAINLESS PANELS. PROVIDE MILDEW RESISTANT CAULK AT ALL PARTITION-FRAMING DETAIL3 B i00 EDGES. c 13 PREP SINK, 3-COMP SINK, b 104 +I J 2 13 EXISTING WATER HEATER. SEE PLUMBING DRAWINGS. REF PLUMBING REF PLUMBING o JUICING/BLENDING iD _ 04 HAND WASH SINK, J 101 * w WALL BRACING DETAIL ox REF PLUMBING � 101 j 3 12 BACK OF HOUSEz SEATING r 9 SCALE: NTS 10 11 104 2-7 U) 100 100 9 6 v w o F1 M :2 y F2 O z Of _ HAND WASH in 104 SINK, REF w PLUMBING S-5" 2'-6 1/4" z `— 3 O D 3 2 ® G COOLER RESTROOM D m :2 * nekter r 105 F_ E 103 B �.� \.� o ■ JUICE BAR r 103 4NT HALLWAY 102 B O LEGEND HARBOR VIEW HILLS ° 102 rl ❑ m 1 H DOOR SCHEDULE SHEET A107 1620 SAN MIGUEL DR r NEWPORT BEACH, CA g 16-5 1/2" 7 1/4" T-6" 5" T-0" 5" 6-7 1/4" t20'-8 1/2" O WALL TYPE-SEE DETAILS ABOVE PROJECT NO: 2016.0455 c XXXXXXXX DATE: 02.16.2017 FjWj — ROOM DESIGNATION Q 0 NORTH ® o EXISTING STOREFRONT Al 01 FLOOR PLAN EXISTING WALL TO REMAIN o 1 SCALE: 1/4" = l'-0" FLOOR PLAN p NEW INTERIOR PARTITION, SEE WALL TYPES ABOVE i= b CHECKED: JS DRAWN: KE/KCP 0 PA2017-089 DOOR & FRAME SCHEDULE DAVID BOYCE DOORS FRAME DETAILS HARDWARE DOOR NOTES AACHMCf - DEMISING PARTITION !n SET FINISH QFRP WALL COVERING DOOR LOCATION SIZE TYPE MATERIAL TYPE MATERIAL HEAD JAMB SILL AK MTL. CAP TO MATCH NO. JREFRONT. G.C. TO INSTALL 5/8 TYPE'X'GYP.BD. 41 NEOPRENE STRIP OVER 100 ENTRY-SEATING (PAIR) T-0"x 8'-0"x 1 3/4" C EXISTING EXISTING - SET 1 EXIST. EXISTING DOOR TO REMAIN ACEA MULLION PRIOR TO 101 JUICING/BLENDING (PAIR) 1'-6"x T-0"x 1 3/4" B F2 1/A102 2/A102 -- SET 4 DOUBLE ACTING DOORS cSND WALL CAP J Vim/) STOREFRONT GLAZING 102 JUICING/BLENDING (PAIR) 1'-6"x 7'-0"x 1 3/4" B -- F2 - 1/A102 2/A102 -- SET 4 - DOUBLE ACTING DOORS SYSTEM TO MATCH EXISTING 103 RESTROOM T-O"x T-0"x 13/4" A HM F1 HM 3/A102 4/A102 -- SET 3 - PROVIDE ADA SIGNAGE, SEE DETAIL 5/A102 CENTER STANDARDS 20 GA.GAL.SHEET METAL PANEL OVER MIN. (3) 104A EXIST.WATER HEATER 2'-0"x T-0"x 1 3/4" A I EXISTING EXISTING SET 2 EXIST. EXISTING DOOR TO REMAIN 604 COURTLAND STREET GLASS STUDS SUITE 100 ^ 1046 EXIST. ELECTRIC PANEL 2'-0"x 7'-0"x 1 3/4" A I EXISTING -- EXISTING -- -- -- SET 2 EXIST. EXISTING DOOR TO REMAIN ORLANDO, FLORIDA 32804 N 104C REAR EXIT 3'-0"x T-0"x 1 3/4" A I EXISTING EXISTING SET 2 EXIST. EXISTING DOOR TO REMAIN PH 407.645.5008 O FX 407.629.9124 ADJACENT FRAME TYPES DOOR TYPES LEASE Tab CIAMN'NOT FOR CONSTRUCTION-ORO SPACE REFER TO Tauear[eruRlealasaslunauloau uawauw STOREFRONT/ EXISTING METAL STUD 14 DOOR SCHEDULE T-0" _ FRAMING t I 1 2" 2" 2" 2" RIES RIES VARIES 9 END WALL DETAIL iv iv * VISION LITE �G� Ldp N SCALE: 3 1 -0 5/8 TYPE'X'GYP. BD. 3 1 „ - � �� FRAME BY PAINT TO p4 TRAFFIC MATCH 0 O C9 co A102 A102 DOOR MANUF. ADJACENT O� EXISTING DEMISING PARTITION WALL FINISH 0 4 0 F_ I o r A102 A102 M y M FIRE RATED COMPOUND--IPROVIDE FIRE STOP ,,^^ V/ p AT TENANT SIDE OF CLOSURE WHEN FIRE M M FIRE-RATED RATED PARTITION IS PARTITIONS PERPENDICULAR TO ©RATED PAR nONS F1 F2 A B C EXISTING ROOF DECK RIB DECK FRP WALL COVERING DOOR NOTES Q HARDWARE SETS A. FURNISH THE FOLLOWING HARDWARE SETS WITH THE 1. ALL HARDWARE FINISH SHALL BE US626 SATIN ALUMINUM FINISH EXCEPT FOR STOREFRONT SPECIFIED ITEMS. (MATCH EXISTING) HARDWARE SET REQUIRED IS INDICATED IN THE DOOR 2. ALL LOCKSETS SHALL HAVE STANDARD 2 3/4"BACKSET AND 1 1/8"x 2 1/4"STRIKE PLATES. DEAD 5/8"PLYWOOD WALL BACKER SCHEDULE BOLTS SHALL BE 1"THROW.ALL ENTRY DOORS SHALL HAVE LOCK CYLINDERS W/THUMB LATCH ON "J"TRIM (TYP) INSTALL BETWEEN NHEA STUDERE DTO INSIDE. PROVIDED AND INSTALLED BY G.C. A CIRCLE 1/4"THICK AND 12" IN J INSIDE STUD FLANGE 1. HARDWARE SET 1 3. G.C. TO SUPPLY TENANT WITH A TOTAL OF(3) KEYS FOR ALL KEYED HARDWARE SETS. DIAMETER WITH A 1/4"THICK 3 SETS BUTT HINGES, TOP, BOTTOM AND INTERMEDIATE 4. SIGNS SHALL BE INSTALLED ON WALL ADJACENT TO TOILET ROOM DOOR COMPLYING WITH ALL TRIANGLE WITH A VERTEX STANDARD 1 1 1 LOCKSET-STOREFRONT LOCK FEDERAL STATE AND LOCAL REGULATIONS, INDICATING USE(SEX), AS WELL AS SYMBOL OF POINTING UPWARD, RUNNER FREE TO (n 1 OVERHEAD CLOSER ACCESSIBILITY(REF. DTL. 5/A105) SUPERIMPOSED ON AND 1 SET WEATHERSTRIPPING AND SWEEP 5. G.C. TO PROVIDE READILY VISIBLE DURABLE SIGN POSTED ON EGRESS SIDE ON OR ADJACENT TO I SLIDE IN LARGER 0 GEOMETRICALLY INSCRIBED 1 THRESHOLD DOOR STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". SIGN SHALL BE TRACK WITHIN THE CIRCLE AND WITHIN 1 SET OFFSET PUSH/PULL IN LETTERS 1 INCH HIGH ON CONTRASTING BACKGROUND AT ENTRANCE. THE 12-INCH DIAMETER, SHALL BE 5/8"GREENBOARD GYP. BD. 6. WHERE NEW STOREFRONT GLASS DOORS ARE INSTALLED OR EXISTING STOREFRONT DOORS ARE U.N PROVIDED AT ENTRANCES TO OVER METAL STUDS(W.R. TO BE RELOCATED, G.C. SHALL INSTALL CODE REQ'D. TEMPERED SIDELITE WITH STYLE &COLOR TO 5/8"TYPE'X' GYP. GREENBOARD ON WETWALLS) 2. HARDWARE SET 2 MATCH BUILDING STANDARDS. UNISEX TOILET FACILITIES. THE ON TENANT SIDE 3 SETS BUTT HINGES, TOP, BOTTOM AND INTERMEDIATE 7. SUBSTITUTIONS WILL BE ACCEPTED FOR ANY DOOR HARDWARE BY PRIOR OWNER APPROVAL VERTICES D THE TRIANGLE SHALL TO DECK ABOVF 1 LOCKSET-STOREROOM FUNCTION ONLY. BE LOCATED 1/4" MAX FROM THE CAULK JOINTS) 1 OVERHEAD CLOSER 8. ALL NEW EXT. H.M. DOORS AND FRAMES TO BE BY"AMWELD, CURRIES OR REPUBLIC"(OR EQUAL). EDGE OF THE CIRCLE. THE 1 SET WEATHERSTRIPPING AND SWEEP DOORS TO BE 18 GA. FACTORY PRIMED, FRAMES TO BE 16 GA. FACTORY PRIMED. PAINT INTERIOR TRIANGLE SYMBOL SHALL 6" MTL. STUDS TO CONTRAST WITH THE CIRCLE �XC METAL STUD FRAMING 1 THRESHOLD SURFACE P-1, EXT. TO MATCH BLDG. STDS. DECK ABOVE SYMBOL, EITHER LIGHT ON DARK 2 KICKPLATES(INTERIOR) 9. INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE 18 GA. COLD ROLLED STEEL, KNOCK DOWN BACKGROUND OR DARK ON LIGHT o � (n **HARDWARE TO ALWAYS BE UNLOCKED FROM THE TYPE WITH RESILLIENT BUMPERS. FRAME SHALL BE FACTORY PRIMED THEN PAINTED P-1 (ALKYD). BACKGROUND. THE CIRCLE PATH OF EGRESS SIDE. WELD TO EACH FRAME. 'C' SERIES FRAME W/SNAP ON ALUM. CASING, BY TIMELY OR EQ. SYMBOL SHALL CONTRAST WITH _Z R-19 BATT. INSULATION 10. ALL DOORS SHALL COMPLY TO ANSI Al 17.1.4.13.9, LATEST ED. z / O NON—RATED PARTfTIONS 11, DOOR CLOSERS SHALL TAKE AT LEAST 3 SECONDS TO MOVE FROM 700 TO 3" THE DOOR, EITHER LIGHT ON A DARK BACKGROUND IG DARK ON A °P FROM LATCH 3. HARDWARE SET 3 12. ALL DOOR HARDWARE IS EITHER PANIC BAR OR LEVER HARDWARE, TO MEET ALL APPLICABLE `D NOTE: 3 SETS BUTT HINGES, TOP, BOTTOM AND INTERMEDIATE ACCESSIBLITY CODES. LIGHT BACKGROUND. 1. USE SLIP CONNECTION AS SHOWN AT ALL LOCATIONS WHERE 1 LOCKSET- PRIVACY LOCK 13, OMISSIONS FROM THE SCHEDULED HARDWARE, WHEN REQUIRED FOR A COMPLETE INSTALLATION, PARTITIONS ARE THRU TO STRUCTURE. 1 OVERHEAD CLOSER SHALL BE INCLUDED. DIRECT ALL INQUIRIES TO THE ARCHITECT. o 1 DOOR STOP-WALL TYPE 14. "EMPLOYEES MUST WASH HANDS BEFORE RETURNING TO WORK"SIGNAGE MUST BE POSTED AT ENLARGED DETAIL WALL BLOCKING DETAILS ALL HANDSINKS. o 15. ALL EXISTING DOORS AND DOOR FRAMES TO REMAIN TO BE REFINISHED AND PAINTED TO MATCH SCALE: 3" = P-0" 7 SCALE: 3" = 1--O° 4. HARDWARE SET 4 P-1. F� 2 SET PIVOT HINGE 16. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A ADA SIGNAGE 1GE z 2 SS KICKPLATE(EACH SIDE) KEY OR SPECIAL KNOWLEDGE OR EFFORT. 2 PUSH PLATE (EACH SIDE) MOUNTING DETAILS 17. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.9- 1008.1.9.12 CA r BUILDING CODE. 5 0 SCALE: N.T.S. U N Z 4 04.26.17 PLANNING CMNTS o 3 04.17.17 CLARIFICATION E FLUE TO ROOF(WHERE 0 OCCURS),SEE MECHANICAL SHEETS 2 04.12.17 H a 7 04.12.17 PERMIT COMMENTS 0 SUSPENDED 03.07.17 PERMIT SUBMIT CEILING AS SCHED. 03.02.17 OWNER REVIEW PARTITION PER PLAN ii EXCEPT STUDS AT 12"O.0 NO DATE REMARKS r WATER HEATER,SEE REVISIONS PLUMBING SHEETS NIDE IDE MTL.STUD .K'S IN WALL @ TRAP LOCATIONS 3 0 FRP ON 3/4"TREATED PLYWOOD DECK OVER 3 g 18 GA. MTL. STUD /� 0 44:1 JOISTS AT 12"O.C. /`//./1/ — JOISTS 4-#10 SCREWS EACH JOIST CONNECTION FRP FINISH W/CAP MTL.STUD LEDGER TOP&BOT. UNDER JOISTS r O Q FRP ON 5/8"W.R.GYP. N BD. t O 12 DOOR AS SCHEDULED W EDGE OF WALL SEE Lu 2 BEYOND(OPP.SIT.) O i w F PLAN STEEL CHANNEL, PAINT TO MATCH ~¢ = PARTITION AS SCHEDULEDw ADJACENT WALL M _ PARTITION AS SCHEDULED GYP BD.-SEE SHEET A401 FOR METAL FRAME F BACKFLOW PREVENT( SEE SCHEDULE FOR DOOR TYPE z I � _ FINISH SCHEDULE 0 w w w 6"TALL 18 GA METAL STUD BOX METAL STUD FRP(ALL WALLS) - I ¢ U HEADER DOUBLE STUDS r OVER 5/8"W.R.GYP. BD. I I ¢ PROVIDE JAMB REINFORCEMENT METAL STUD-SEE SHEET A101 FOR W ktar w w w PROVIDE JAMB REINFORCEMENT WALL TYPE y ne FAUCET � I J z 0 PER DOOR MFR. r I 0 z ¢ PER DOOR MFR. JUICEe BAR 5/8"DUROCK TO 12"A.F.F. Q w (KIT&WET AREAS) I I I I co ¢ CONT. SEALANT EA. SIDE i I I I I I 0 j SEE PLAN HARBOR VIEW HILLS 6 MOP SINK-SEE 00 METAL FRAME JAMB ANCHORS (3) PER JAMB- PLUMBING SHEETS I I I I co O STEEL CHANNEL, PAINT TO MATCH BASE AS SCHED. I I I N 1620 SAN MIGUEL DR ADJACENT WALL r FINISH FLOORING AS SEE SCHEDULE FOR DOOR TYPE SEE SHEET A101 FOR WALL TYPE & NEWPORT BEACH, CA g SCHED. DOOR AS SCHEDULED CONT. SEALANT EA. SIDE A401 FOR WALL FINISH y SET BOTTOM TRACK IN BED OF SEALANT—/ PROJECT NO: 2016.0455 r TO REDUCE WATER TRANSFER DATE: 02.16.2017 0 m DOUBLE ACTING DOOR DOUBLE ACTING DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR 0 SECTION @ MOP SINK PLATFORM FRAME HEAD DETAIL 2 FRAME JAMB DETAIL 3 FRAME HEAD DETAIL (4YFRAME JAMB DETAIL /� l 02v " _ I_ " I it _ - - - - �_ - II _ �_ �� 11 _ 1_ 11 /`1SCALE: 1/2 — 1 0 SCALE: 1 1/2 — 1 0 SCALE: 1 1/2 — 1 0 SCALE: 1 1/2 = 1 0 CALE: 1 1/2 — 1 0 FLOOR PLAN Qo `x C Zi CHECKED: JS DRAWN: KE/KCP 0 PA2017-089 DAVID ROYCE UNDERSIDE OF UNDERSIDE OF ARCHECT STRUCTURE STRUCTURE ANGLE MOLDING CROSS TEE OR `NOTE: MAIN TEE TO BE LOCATED EVERY 48" 20 GA. METAL STUDS AT 16"OC TOP OF COOLER BOX I CROSS CHANNEL DWS O.C., CROSS MEMBER SPACING EVERY 16"O.C. MAI BRACE AS REQUIRED � 9'-9"A.F.F. SEE PLAN FOR HEIGHT i TEEJ AND 12 GA HANGER WIRE LOCATED EVERY 48". BACK OF HOUSE CEILING DISCONTINUE CELING TILE AT NEAREST'T'GRID OVER _, SUSPENDED COOLER/FREEZER ACOUSTICAL CEILING TILE O O CEILING AS AND'T' BAR GRID CONTROL JO SHEETROCK BRAND 12 GA. HANGER 604 COURTLAND STREET 9=9"A.F.F. SCHEDULED SEATING CEILING _- _ _ � - - GENERAL NOTE: GYPSUM PANEL WIRE S EETROCK BRAND SUITE 100 9'0"A.F.F. -- _ _ _ ORLANDO, FLORIDA 071645.5008 -�. w i CEILING AREA WITH CONTROL JOINT GYPSUM PANEL _ ... . MUST FOLLOW LATERAL BRACING FX 407.629.9124 HALLWAY CEILING SHEETROCK BRAND CEILING AS SCHEDULED GYPSUM PANEL REQUIREMENTS(IF APPLICABLE) SCREW INTO LARR#25764 0 0 ... ........ MAIN TE """""' MOLDING """"""" """ SEAL: PAINTED GYP. BD. TO EXTEND 6" PAST PREFABRICATED AT PERIMETE """ TWOOOOMIS'NOT FOR CONSTRUCTION'OI M ACT. CLG. SEE SHEET A401 FOR FINISH7'-7"A.F.F. WALK-IN COOLER o 00 ° � � SIB�r�azuesuu INFORMATION BACK OF HOUSE CEILING 8'-0"A.F.F. CORNER BEAD-ALL 9 FIRE EXPANSION CROSS CHANNEL G� b 0 B.O.HEADER EXPOSED CORNERS MAIN TEE SPLICE NOTCH CORNER BEAD ALL t EXPOSED CORNERS ¢ � mow~Cl M pj r O 2 SECTION @ HEADER ICTION CLHT CHANGE 4 S/S CLOSURE AT COOLER 5 GYP BD CEILING DETAILS ����,�° C) SCALE: 1 112" = 1' 0" SCALE: 1 -1/2" = 1' 0" SCALE: 1-1/2" = 1 '-0" SCALE: 1-1/2" = 1'-0" REFLECTED CEILING LEGEND CEILING FINISH SCHEDULE STANDARD RECESSED 2x4 TAG FINISH MATERIAL DESCRIPTION LITHONIA ACT-t ACOUSTICAL CEILING TILE VINYL CLAD GYP. BD. CEILING TILES: 'ARMSTRONG' CLEAN ROOM VL#870, 2'x4'x5/8", VINYL CLAD, NON-PERFORATED CEILING TILES W/ 15/16" PRELUDE XL'T' BAR GRID, COLOR-WHITE COLOR-PROVIDE (1)CARTON OF CEILING TILE AT END OF JOBO PENDANT LIGHT MINKA-LAVERY PENDANT ACT-2 ACOUSTICAL CEILING TILE ARMSTRONG; FINE FISSURED 1728WH SQUARE LAY-IN 24"X 24"X 5/8"W/PRELUDE 15/16"GRID-WHITE COLOR-PROVIDE (1)CARTON OF CEILING TILE AT END OF JOB GYP GYPSUM BOARD 5/8"TYPE 'X'GYPSUM BOARD, PAINT, REF. RCP SECTIONS. 0 6"RECESSED DOWNLIGHT AMERILUX, CLASSIX SERIES P-1 PAINT DUNN EDWARDS PAINT. #DEW380-WHITE. EGGSHELL FINISH. (SEMI-GLOSS FINISH AT ALL LOCATIONS IN FOOD PREP AREAS.) 6" RECESSED WALL WASHER Q AMERILUX, CLASSIX SERIES ARROW INDICATES DIRECTION �e1 EXIT SIGN/EMERGENCY LIGHT T-7" 9'-9" GYP GYP ACT-1 ACT-1 P_1 P_1 ® RESTROOM EXHAUST FAN o m 8' l o -0" 2'-5" 5'-0" 5'-0" RETURN AIR GRILL-SEE MECHANICAL DRAWINGS z O 3 O N C7 - - - - w SUPPLY AIR GRILL-SEE MECHANICAL DRAWINGS o w G 7FS BAC OF H USE 104 o ih 7zI I i z z I O v i~, 4 04.26.17 PLANNING CMNTS /3 I 3 04.17.17 CLARIFICATION o L -- - - - - - - -- REFLECTED CEILING PLAN NOTES 2 04.12.17 HEALTH COMMENTS JUICING/BLENDINGI SEATING I I 1 03.07.17 PERMIT SUBMIT 04.12.17 PERMIT NTS 4 101 o I 100 FINISH CEILING HEIGHT SHALL BE AS NOTED 03.02.17 OWNER REVIEW A201 IIIIc i I UNLESS OTHERWISE NOTED OR CODED,ALL FIXTURES SHOWN ARE NEW NO DATE REMARKS REVISIONS 0 THE CONTRACTOR SHALL CAREFULLY REVIEW ALL ATTACHMENT wo - - - - CONDITIONS FOR NEW FURRED OR SUSPENDED CEILING TO ASSURE OOLE j ® PROPER CLEARANCES. 105 i i EQ O M MI I 1 ( PSEE OWER ELECTRICAL PLAN FOR FIXTURES CIRCUITED TO EMERGENCY j ) HALLW Y w g EQ 102 - SEE HVAC PLAN TO COORDINATE CEILING DIFFUSERS, GRILLES,AND O old CT FAN LOCATIONS(SHOWN ON THIS DRAWING FOR LOCATION ONLY) o w j Ct R STRO M 2 w SPEAKER SYSTEM BY OWNER w 103 A201 — — r 0 EQ EQ o 4'-0" 4'-0" ;4'-0" 3-9" z #-# -CEILING HEIGHT ABOVE FINISHED FLOOR ACT-2 ACT-2 -CEILING FINISH-SEE SCHEDULE nektec w w JUICE BAR r r HARBOR VIEW HILLS NORTH 1620 SAN MIGUEL DR r NEWPORT BEACH, CA 0 REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" PROJECT NO: 2016.0455 r DATE: 02.16.2017 m 0 a 0 A201 0 REFLECTED CEILING PLAN p x 0 r CHECKED: JS DRAWN; KE/KCP 0 PA2017-089 DAVID BOYCE AACH= r ACCESSORY SCHEDULE MARK ITEM DESCRIPTION �/-q-t� PAPER TOWEL SURFACE MTD.AT 48"AFF TO BOTTOM-FORT HOWARD- 7' 6" 7' 4" LJ DISPENSER BRAND'VISTA'LEVER ROLL TOWEL DISPENSER#DIS-58553, OR EQ, TOILET PAPER TOILET PAPER HOLDER: SURFACE MTD.AT 24"AFF TO B BOTTOM-FORT HOWARD BRAND MICRO TWIN TOILET PAPER O HOLDER DISPENSER#DIS-52102,OR EQ. 604 COURTLAND STREET SUITE 100 P-1 P-1 O 1 1/2"DIA., 18 GA.,TYPE 304 SS.WITH CONCEALED MOUNT ORLANDO, FLORIDA 32804 GRAB BARS AND SMOOTH#4 POLISHED SATIN FINISH-BOBRICK#B-6206 PH 407,645.5008 Op 42°(0),&3s"(/� FX 407.629.9124 J J 36" MIN. O LIQUID SOAP WALL MTD.AT 48"AF.F. BOBRICK#B-4112 CONTURA, 20 GA.SS DISPENSER SEAL: 24" MIN. 12" H MIN. Q O WATER CLOSET BARRIER FREE FLOOR MTD WATER CLOSET IPoSBEC@IEKf#'NOT FOR CONSTRUC710N'NIIESS \ o T�AY6YILCT9iNCINHI'SSI6YRQENN SfALRNAB BFIBW. 9 17 H F m OH LAVATORY BARRIER FREE WALL MTD. LAVATORY MII� O� O �_ FRP I tF ` D J MIRROR 24"x 36"FRAMED MIRROR: BOBRICK#B-165-2436 GS� ��26, CD H W H w OK PIPE INSULATION PIPE INSULATION SLEEVE � m G o Q f N vce- Q - ¢ � wQ wQRP m B ii m -��, ¢ cj c,Q 8'M I N Q J N - O J l L J L LG Q u- OJT O O Q _ io o m w LL = io O TENANT SUPPLIER TO PROVIDE AND INSTALL PAPER TOWEL DISPENSER, LIQUID SOAP DISPENSER PER �i/ d' 0 w O M a ADA REQUIRED MOUNTING HEIGHTS, REF.TO ACCESSIBILITY DETAILS. '9/7 SSP O ~ 0 O M 0 NOTE: G.C.TO PROVIDE ALT TO PROVIDE AND INSTALL TOWEL AND SOAP DISPENSER. BASE K -3. BASE 17-16" DETAIL PLAN NOTES SEE SCHEDULE HOLD 1 SEE SCHEDULE 1. GRAB BARS AT 35"A.F.F.TO CENTERLINE. 2. INSULATE ALL EXPOSED PIPES UNDER WALL MTD. LAVS.W/A PRE MOLDED'PIPE SHEILD AS MFG. BY LAV.MGFR. 3. PROVIDE F.R. BLOCKING IN WALL AS REQUIRED AND RECOMMENDED BY MANUFACTURER FOR THE SECURE INSTALLATION OF ALL TOILET FIXTURES/ACCESSORIES. ENLARGED RESTROOM ELEVATION ENLARGED RESTROOM ELEVATION 4.G.C.TO INSURE W.C.FLUSH HANDLE IS ON WIDE SIDE OF TOILET(ROOM/STALL)-NO EXCEPTIONS. `5 SCALE: 3/8" = 1'-O" G)- SCALE: 3/8" = 1'-O" 5. REFER.ACCESSIBILITY NOTES&DETAILS,A301 SHEET, FOR ALL REQUIRED MOUNTING HEIGHTS TO MEET ACCESSIBILITY STANDARDS. 6.ALL GYP. BD. IN RESTROOMS TO BE W.R.(WATER RESISTANT GREEN BOARD). 7,-6„ 7'-4" 7'-6" 60" MIN. lid (CLEAR FLOOR SPACE) 54" MIN. 12" 42" MIN. P-1 MAX. 54" MIN. P-1 \ 12" 42" MIN. \ MAX. \\ 2 B C C FRP � 0 G / 2 \I o D / I\ \ FRP f , B LL of m w A � A301 3I/ � J S G 7_g" m 0 LL O J 5 H F z SEE SCHEDULE SEE SCHEDULE O C O m U N Z 4 04.26.17 PLANNING CMNTS 0 3 04.17.17 CLARIFICATION ENLARGED RESTROOM ELEVATION ENLARGED RESTROOM ELEVATION ENLARGED RESTROOM PLAN 2 04.12.17 HEALTH COMMENTS 3 SCALE: 3/8" = 1' O" 2 SCALE: 3/8" = 1' O" 1 SCALE: 3/8" = 1' O" t 04.12.17 PERMIT COMMENTS 2 03.07.17 PERMIT SUBMIT r a 03.02.17 OWNER REVIEW c 6 NO DATE REMARKS r REVISIONS 3 s U 3 c O 2 r a 0 O GENERAL ACCESSABILITY NOTES WHILE IT IS THE INTENT OF THE ARCHITECT, HIS EMPLOYEES,&ASSIGNS TO ADHERE TO ALL ASPECTS&REGULATIONS O CLOSERS AT INTERIOR DOORS OF THE ICC Al 17.1-2009(AMERICAN NATIONAL STANDARD)&LOCAL ACCESSIBILITY CODES,THE CONTRACTOR SHALL SHALL ALLOW DOOR TO BE o OPENED WITH 5 LBS. PRESSURE NOT BE RELIEVED OF SOLE RESPONSIBILITY TO VERIFY ALL REQUIREMENTS OF SAID ACTS AS PERTAINING TO 12 MAX CONTRACT DOCUMENTS CONTAINED HEREIN PRIOR TO COMMENCEMENT OF ANY WORK. HE SHALL ALSO BE w z RESPONSIBLE TO IMMEDIATELY NOTIFY DESIGNER OF POSSIBLE DISCREPANCIES. HE SHALL ALSO PAY SPECIAL SEE DETAIL 5/A102 I CLEAR I ATTENTION TO ITEMS LISTED BELOW: SZ 54"MIN. - FLOOR - )5 CLEAR FLOOR SPACE AT LAVATORIES FOR SIGNAGE 42"MIN. 12"MAX PAPER TOWEL SPACE v DISPENSER-48" MIRROR 1. THE BOTTOM 10"OF ALL DOORS SHALL AVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW DOOR TO BE i MAX.TO LEVER IN z LIGHT 12" OPENED BY WHEELCHAIR FOOTREST. 6" MAX. 36"MIN. 17"MIN THE"READY" SWITCH MIN - 2. NO THRESHOLD SHALL EXCEED 1/2"IN HEIGHT. ® z 12" 24" POSITION I _ _ _ 3. HAND-OPERATED DOOR OPENING HARDWARE SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST c MIN. MIN. z lilt— I IN ORDER TO OPERATE,&SHALL BE MOUNTED NO HIGHER THAN 48"A.F.F. kter w GRAB SOAPc 4. MAXIMUM FORCE REQUIRED TO OPEN EXTERIOR DOORS SHALL NOT EXCEED 5 LBS. MAXIMUM FORCE REQUIRED N BARS GRAB BAR I I DOOR TO OPEN INTERIOR DOORS SHALL NOT EXCEED 5 LBS. JUICEE BAR I CLEAR CONVIENCE STRIKE 5. IF A DOOR HAS A CLOSER,THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN r r I FLOORI OUTLET 18"MIN. 32" MIN. OPEN POSITION OF 70 DEGREES,THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 51NCHES FROM z w I SPACE I THE LATCH,MEASURED TO THE LEADING EDGE OF THE DOOR. O FLUSH > W HARBOR VIEW HILLS s CONTROL F v ( I , C ARANCE z 6. LAVATORIES SHALL AVE A MINIMUM CLEARANCE OF 29"FROM THE FLOOR TO THE BOTTOM EDGE OF THE APRON i ON WIDE 8" z ro g w LL I I °o a v I WITH A MINIMUM KNEE CLEARANCE OF 8"IN DEPTH X 30"IN WIDTH. TOE CLEARANCE SHALL BE NO LESS THAN-17" 1620 SAN MIGUEL DR c SIDE OF MI O _ o LL j L_____J z DEEP FROM FRONT EDGE OF THE LAVATORY. TOILET N M `rLuN w 'tom I CLEAR 7. INSULATE OR COVER ALL PLUMBING UNDER LAVATORIES SO THAT THERE ARE NO SHARP OR ABRASIVE NEWPORT BEACH, CA g v z `� O `�' FLOOR SURFACES. 0"MIN I T I 8. FAUCET CONTROL&OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE AND&SHALL NOT REQUIRE TIGHT SPACE GRASPING,PINCHING,OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO PROJECT NO: 2016.0455 17-18 6"MAX. INSULATE HOT DOOR�'FRAME EE GREATER THAN 5 LBS. LEVER OPERATED,FLUSH TYPE&ELECTRONICALLY OPERATED MECHANISMS ARE c HOLD TOE CLR. WATER SUPPLY& L — — — — — J EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF CLOSING VALVES ARE USED, THE FAUCET SHALL REMAIN OPEN DATE: 02.16.201 7 0 DRAIN FOR A MINIMUM OF 10 SECONDS. ELEV PLAN 9. FLUSH CONTROLS AT WATER CLOSETS SHALL FOLLOW ALL REQUIREMENTS LISTED IN NOTE#8 AND SHALL BE MOUNTED NO ELEV ELEV ELEV ELEV PLAN ELEV 10. PROVIDE SGNAGEWTHINTTEER ATIOALSYMBOLOFACCESSIBILITYINACCORDANCEWITHANSIAl17.1 (LATEST A /!� J EDITION)REQUIREMENTS. {..i O 11. SIGNAGE HEIGHT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE NATIONAL,STATE&LOCAL ACCESSABIL11 Y , `VV o TOILET / LAVS ACCESSORIES LIGHT SWITCH DOORS CODES. RESTROOM PLAN & o 12. RESTROOM SIGNAGE SHALL BE MOUNTED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE RESPECTIVE RESTROOM DOOR. ELEVATIONS Q r CHECKED: JS DRAWN: KE/KCP 0 PA2017-089 DRAIN GRATE SHALL BE FLUSH DAVID BOYCE VERIFY PARTITION TYPE WI FLOOR FRP WA RIN WITH FINFLRMATERIAL. FLOOR FINISH SCHEDULE ARCFRECT PLAN -G.C. TO INSURE THAT ST. STL. CUT-OUT ABOUT DRAIN 5/8" DUROC NT US BOARD SHALL BE TO FIN. FLR. SURFACE TAG FINISH MATERIAL DESCRIPTION SCREWS ARE INTO STUDS OR TO 12" ( LL TILE 1'-6" 1'6" APPROPRIATE BLOCKING BASE WET AREAS) \— FRP PANELS CLE I E SEALANT CONT. VINYL TILE KARNDEEN; KNIGHT TILE. #KP90, HONEY MAPLE. 36"X 4". (CONFIRM WITH OWNER) BOVE E BASE q -o , 3"X 3"X 10' GALVALUME CLOSURE ANGLE e STAINED AND SEALED CONCRETE: SAND DYE-N-SEAL BY AMERIPOLISH AND PPG MEGASEAL. SLIP RESISTANCE-ALUMINUM OXIDE 80 GRIT MEDIUM OR OPTIONAL 3" X 10' GALVALUME BA SCHEDULED ° : Q O .1 P ° 2 BROADCAST. RESISTANT TO GREASE, OIL, AND ACID. COLOR SAND. GC SHALL PROVIDE SAMPLE AND COORDINATE SCHEDULING WITH ADEQUATE ADVANCED CLOSURE STRIP WHERE NO CORNERFLOOR AS SCHEDULED o ° ° F-2 SEALED CONCRETE NOTICE PRIOR TO FLOOR INSTALLATION. MUST BE HEAVY DUTY/COMMERCIAL GRADE CLEAR SEAL COAT-BASE COAT POLYURETHANE 250 AND TOP COAT OCCURS. PROVIDED BY TENANT. POLYURETHANE 100 AND NON-SLIP GRIT AS REQUIRED. *** PROVIDE DETAILED SPECIFICATION OF PROPOSED SEALER TO HEALTH DEPARTMENT FOR INSTALLED BY G.C. VALUATION PRIOR TO APPLICATION *** 604 COURTLAND STREET NEW CONC POUR BACK 3,000 PSI @ DOWEL INTO EXIST SLAB SUNBELT 1100 RESINOUS EPDXY FLOOR SEAMLESS TROWEL SYSTEM, COLOR: BROWN SUITE 100 LU INSTALL SIKA POLYEURETHANE 28 DAY STRENGTH SANITARY SEALANT-CONT. ALL JOINTS N F-3 EPDXY TROWEL FLOOR G.C. TO COORDINATE SCHEDULING WITH ADEQUATE ADVANCED NOTICE PRIOR TO FLOOR INSTALLATION APPROX. 2-3 WEEKS , INSTALLATION AND PRODUCT ORLANDO, FLORIDA 32804 VERTICAL CONC. SEALANT TO FLOOR DRAIN. -SEE PROVIDED BY SUNBELT FLOOR. CONTACT: SUNBELT FLOORING AT 909.606.7623 ( ) PH 407.645.5008 PRE-FAB COOLER PANELS SEAL JOINT AT DUROCK AND #3 REBAR AROUND DRAIN BODY. PLUMB'G DWGS. NOT USED CONCRETE FLOOR FX 407.629.9124 B-1 VINYL BASE COVE VINYL BASE-ARMSTRONG, #61 GRAPHITE GREY. 1/8"T x 6"H 2 COOLER WALL CLOSURE DETAIL 3 E BASE DETAIL 4 FLOOR DRAIN SLOPE DETAIL SEAL: SCALE: NTS SCALE: 1-1/2" = l'-0" SCALE: 1-1/2" = 1 ' 0" TFAINCBIBRIS'NOT FOR CONSTRUCTION'11M g_2 TILE COVE BASE 2 INSTALLATION.RAICLLE BASE: FOOT, 6RETE SPECTRTEGRALALOC COVE #43 ASE. PROVITE DE FFLE SAMPLE AND CONFIRM SELECTION WITH HEALTH DEPARTMENT PRIOR TO T�noe�t[ereewelMRcsslsrna�uRsruuruamew TRANSITION-JOHNSONITE EPDXY TROWEL RRS-130-C, COLOR: 130 SISAL-­,,,""" g_3 6" INTREGAL BASE SUNBELT 1100, TROWEL SYSTEM, COLOR- BROWN o NOTUSEo INTEGRATED BASE \A SEALED CONCRETE FIBERGLAS REINFORCED U j N VCT FRP 'MARLITE' FRP, FINE PEBBLED#P100, COLOR-WHITE, FULL HEIGHT TO CEILING(U.N.O.). PROVIDE ALL NECESSARY TRIMS AND ACCESSORIES. a mce PANELS `co / w PAINT DUNN EDWARDS PAINT. #DEW380-WHITE. EGGSHELL FINISH. (SEMI-GLOSS FINISH AT ALL LOCATIONS IN FOOD PREP AREAS.) ���1�� U PROVIDE A LEVEL AND SMOOTH TRANSITION BETWEEN P-2 PAINT BENJAMIN MOORE PAINT. #2125-40-SHADOW GRAY. EGGSHELL FINISH. (SEMI-GLOSS FINISH AT ALL LOCATIONS IN FOOD PREP AREAS.) FLOOR MATERIALS SCHLUTER OUTSIDE CORNER EDGE PROTECTION - RONDEC; PVC; PRO100; T-1 WALL TILE DALTILE-LILLIS - L001 WHITE. 4"x16". GLOSS. WHITE EPDXY GROUT. HORIZONTAL 1/3 RUNNING BOND. ALL TRANSITIONS TO MEETIEXCEED ADA COMPLIANCE BRIGHT WHITE AND FEDERAL, STATE, AND LOCAL CODE REQUIREMENTS. SEE FLOOR PLAN FOR WALL TYPE ACT-t ACOUSTICAL CEILING TILE VINYL CLAD GYP. BD. CEILING TILES: 'ARMSTRONG'CLEAN ROOM VL#870, 2'x4'x5/8",VINYL CLAD, NON-PERFORATED CEILING TILES W/15/16" PRELUDE XL'T' BAR GRID, COLOR-WHITE. ACT-2 ACOUSTICAL CEILING TILE ARMSTRONG; FINE FISSURED 1728WH SQUARE LAY-IN 24"X 24"X 5/8"W/PRELUDE 15/16"GRID-WHITE COLOR-PROVIDE(1)CARTON OF CEILING TILE AT END FLOOR TRANSITION DETAIL END OF TILE DETAIL OFJOB 5 SCALE: NTS6 SCALE: NTS GYP GYPSUM BOARD 5/8"TYPE 'X' GYPSUM BOARD, PAINT, REF. RCP SECTIONS. AlU COOLER UNIT PRE-FAB. COOLER UNIT: INSULATED FACTORY WALLS&CEILING. SPACE FLOOR BASE WALLS CEILING CLG. HT. NOTE:ALL AREAS OF SPACE(PUBLIC AND EMPLOYEE ONLY AREAS)ARE TO BE w ACCESSIBLE SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER,AND 2 O FINISHES PLAN LEGEND EXIT EACH SPACE. ALL AREAS TO COMPLY WITH CBC 11B-402.21N THAT ALL ROUTES p w U SHALL CONSIST OF WALKING SURFACES w UL w ¢ j \ WITH A RUNNING SLOPE NOT STEEPER , M ¢ a z C9 THAN t20. w ? ? �— —� LIMIT OF WALL FINISHES W w U Q W w YQ ?� F U W F W f Q W Q Z LL w U UW (9 J K J m J Z W W o z 3 w 3 p ai p — BASE OOOw -co O Z) �w 0 0 w O 3 0 m g J z a a o ? — FLOOR J W > J 2 > [C z z m Y z w a z w a m ¢ ¢ > CO w > U w LL N MARK LL LL m m m LL d a ¢ a ¢ ¢ REMARKS s 0 SEATING F,00 1 O • • • • 9'-9" *SEE PLAN FOR LOCATION JUICING/BLENDING 101 • e O • O 9'-9" *SEE PLAN&INTERIOR ELEVATIONS,SHEET A601 FOR LOCATION z HALLWAY 102 • 2 • e 91-01• RESTROOM 103 • e e e a 9'-0" P. BACK OF HOUSE 104 O • • • s=9., u z COOLER F 1-0-51 O • • e PRE-FAB PRE-FAB.COOLER WALLS AND CEILING-FLOORING SHALL MATCH 4 04.26.17 PLANNING CMNTS o FLOORING SCHEDULED IN KITCHEN AREAS 3 04.17.17 CLARIFICATION o 2 04.12.17 HEALTH COMMENTS 2 1 04.12.17 PERMIT COMMENTS r 03.07.17 PERMIT SUBMIT FINISHES PLAN NOTES 03.02.17 OWNER REFI EW NO DATE REMARKS - r REVISIONS 1. REFER TO WALL SECTIONS AND ELEVATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. i U_ x 2. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 3 O CODES. o i _________________J �---- 0.94'AFF — p-2 I 3. ALL FINISHES SHALL MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR THEIR USE, AS REQUIRED BY g P-2 I LOCAL CODES. ABOVE ; O I I 4. TAPE, BED, FLOAT&SAND GYP BD JOINTS. FINISH TO A LITE ROLLED TEXTURE AT ALL PAINTED AREAS. PAINT(1) I SEE 1/A502 FOR i COAT OF PRIMER AND(2)COATS OF COLOR. FINISHES AT JUICING X JUICING/BLENDING STATION i I 5. WALLS&CEILING:SMOOTH,DURABLE, NONABSORBENT,WASHABLE. o 101 I TRANSITION STRIP-TYP. BACK OF HOUSE I I SEATING REF. NOTE#10 I 6. G.C.SHALL PROVIDE WOOD BACKING FOR ALL WALL MOUNTED/RECESSED ITEMS(U.N.O.). ANY AND ALL WOOD 104 I I 100 I USED WITHIN WALLS OR ABOVE FINISH CEILINGS SHALL BE FIRE-RETARDANT,TREATED WOOD. I I Z 094'AfF B-2 2 I 7. G.0 SHALL CAULK JOINT BETWEEN CEILING GRID-&FRP WALL PANELS IN ALL KITCHEN AREAS. FRP P-2 B-1 I 2 P ABOVE B-2 F-2 F-1 P-1 8. G.C.SHALL PREP AND MAKE SMOOTH EXISTING CONCRETE SLAB PRIOR TO NEW FLOOR FINISH INSTALLTION. I j I 9. ALL HOLLOW METAL DOORS AND FRAMES(U.N.O.),SHALL BE PRIMED&PAINTED F-2 I I I 10. CHANGES IN LEVEL UP TO 1/4"BETWEEN DIFFERENT FLOOR FINISHES CAN BE MADE VERTICAL AND WITHOUT EDGE li ® 0 L-------------- - COOLER , 0.94'AFF I TREATMENT.CHANGES IN LEVEL OF 1/4"-1/2"SHALL BE MADE WITH A BEVELED TRANSITION OR OTHER MATERIAL r OP 1 I _ I I WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2"SHALL BE ACCOMPLISHED BY MEANS ktor r 105 RESTROOM P ABOVE I OF A RAMP.VERIFY FINISH OF TRANSITION STRIP MATERIAL WITH OWNER. G.C.SHALL FURNISH&INSTALL RUBBER JUICE BAR s ALU FRP i TRANSITION STRIP WHERE KITCHEN FLOORING MEETS WOOD FLOORING(MATCH KITCHEN FLOOR COLOR). 0 103 r 'L I 11. CONTRACTOR&MILLWORK SUBCONTRACTOR SHALL HAND SELECT WOOD&WOOD TRIM TO ENSURE MATERIAL IS B-2 B-1 F-z I P-1 AL A FREE FROM KNOTS,WARP,CRACKS,GOUGES,SPLITS AND, IN GENERAL, IS OF EXCELLENT VISUAL QUALITY. INSTALL HARBOR VIEW HILLS 14 102 B-1 F-1 MATERIAL OF THE LONGEST PRACTICAL LENGTHS&SIZES TO MINIMIZE THE NUMBER OF JOINTS. i F-z I P_1 ___ _ I 1620 SAN MIGUEL DRr/A c j 12. G.C.SHALL PLACE ORDERS FOR ALL FINISHES,MATERIALS, EQUIPMENT, ETC.AT THE START OF THE PROJECT. o I SUBSTITUTIONS ARE NOT ACCEPTED FOR ANY ITEMS, UNLESS NOTED OTHERWISE.OWNER AND ARCHITECT MUST BE NEWPORT BEACH, CA 0 INFORMED OF LEAD TIME PROBLEMS WITHIN THE FIRST TWO WEEKS OF PROJECT. TRANSITION 13. G.C. SHALL APPLY MANUFACTURER RECOMMENDED GROUT SEALANT AND WAX TO ALL QUARRY TILE&COVE BASE. PROJECT NO: 201 6.0455 r TRANSITION STRIP-TYP. VERIFY WITH OWNER THE TIMING AND APPLICATION OF SEALER. DATE: 02.16.201 7 i STRIP-TYP. REF. NOTE#10 0 REF.NOTE#10 14. TENANTS G.0 SHALL PROVIDE SERVICES FOR FINAL CLEAN UP,PRIOR TO TURNING STORE OVER,TO INCLUDE, o MOPPING AND BROOM CLEAN UP. o 15. PROVIDE 12"HIGH x 5/8"DUROCK ALONG BOTTOM PORTION OF ALL WALLS WITHIN KITCHEN, PREP AREAS,AND A4 01 NORTH RESTROOM WALLS. INSTALL 5/8"W.R.GREEN BD.ABOVE-TYP.REMOVE EXISTING GYP. BD.ALONG LOWER 12" WHERE EXISTS WITHIN THOSE AREAS AND INSTALL DUROCK. IN ALL CASES INSTALL WITH A GAP OF 1/2"ABOVE o FINISH SLAB AND FILL GAP WITH CONTINUOUS BEAD OF CAULK EQUAL TO NP-1, EXTERIOR TILTWALL JOINT FILLER. FINISH PLAN &SCHEDULES @ r�1 FINISH PLAN REFER DETAIL3/A401. 1 SCALE: 1/4" = P-O" 16. G.C.SHALL INSTALL,CAULK,AND PAINT ALL FRONT OF HOUSE MILLWORK. CHECKED: JS DRAWN: KE/KCP o PA2017-089 DAVID BOYCE ARCHMCT wWWUW Wa z WWW=W Wa FURNITURE SCHEDULE o0 FIXTURE FIXTURE / EQUIPMENT SCHEDULE zm0 ovoW it>.' ir> O OY000~ N0 0. QTY. DESCRIPTION MANUFACTURER MODEL REMARKS NO. QTY. DESCRIPTION MANUFACTURER MODEL REMARKS x } } Iz} A 2 TABLE TOP AMKO T24 SOLID OAKWOOD NATURAL FINISH -SEE PLAN FOR SIZE • w a- a m m m Mm B 1 TABLE TOP-ADA ACCESSIBLE AMKO T24 SOLID OAKWOOD NATURAL FINISH-SEE PLAN FOR SIZE- MAINTAIN ADEQUATE SIZE& HEIGHT FOR ADA ACCESSIBILITY • 1.1 1 WALK-IN COOLER MASTERBILT ------ SIZE: T-6"TALL • C - TABLE TOP-QUEUE RAIL TOP NATURAL FINISH-SEE PLAN FOR SIZE • 1.1.1 1 WALK-IN COOLER- EVAPORATOR COIL MASTERBILT E1 HZ0065A ------ • D 2 TABLE BASE-DINING HEIGHT GO TABLE T2222 STANDARD X-BASE • 1.1.2 1 WALK-IN COOLER- CONDENSING UNIT MASTERBILT --- LOCATED ON ROOF • E TABLE BASE-BAR HEIGHT GO TABLE T2222 STANDARD X-BASE • F - TABLE BASE-BAR HEIGHT GO TABLE T2222 STANDARD POST-BASE • G 2 TABLE BASE-ADA ACCESSIBLE GO TABLE TBD ADA ACCESSIBLE BASE • FREEEER5THiaREMA604 COURTLAND STREET H 6 CHAIR-DINING HEIGHT INDUSTRY WEST HENRY III WHITE COLOR • 2.1 1 FREEZER, WORKTOP TRUE TWT-48F-ADA-HC WORK TOP FREEZER-ADA ACCESSIBLE • SUITE 100 J CHAIR-BAR HEIGHT INDUSTRY WEST BAR STOOL WHITE COLOR • 2.2 1 REFRIGERATOR, WORKTOP TRUE TSSU-48-08-ADA SANDWICH/SALAD UNIT-ADA ACCESSIBLE • ORLANDO, FLORIDA 32804 K - BANQUET SEATING CUSTOM MILLWORK-SEE DETAILS, SHEETA502 • PH 407.645.5008 L 1 POS COUNTER MILLWORK • FX 407.629.9124 M 1 HAND OFF COUNTER MILLWORK • - - N 1 JUICING STATION MILLWORK • 3.3 1 REACH IN FREEZER TURBO AIR TSF-49SD 54"-2 DOOR • O 1 CHILL STATION MILLWORK • SEAL: P 1 REFRIGERATED DISPLAY MILLWORKT®S • ®B6BRFQIS'NOT FOR CONSTRUCTION'019FS8 _ _ T�AIC®f[CTMFIRIYFB8S6MTBIEAIBSGtAPR1BBFIBIY. Q 3 SNEEZE GUARD 18"TALL • 5 1 OPEN REFRIGERATED DISPLAYCASE TURBO AIR TOM-50B BLACK • R 1 MANAGER DESK MILLWORK • S 1 MANAGER DESK CHAIR • T - SNACK RACK 10 3 BLENDER, BEVERAGE VITAMIX VM0100 7 1 CHILL MACHINE BG ITALY INST21-UL • S rz do --- • �� G 60 N U - DISPLAY SHELF MILLWORK SEE INTERIOR ELEVATIONS • V 3 MENU BOARDS FRAME 3/4" FLAT METAL AND ANGLE IRON - RAIL HARDWARE 2" FLAT METAL • 11 2 JUICER ZUMEX MULTIFRUIT ----- • F� W SEATING GARBAGE 2 12 ( 0 WHEAT GRASS JUICE EXTRACTOR SAMSON SUPER JUICER SBO850 • ¢ m c c N 15 TICKET RAIL 18.1 1 WORKTABLE GSW 24"D x 30"L x 35"H WITH 2 SHELVES-ON CASTERS • yf y�'lb p P� 18.2 1 WORKTABLE GSW 3 WITH BACKSPLASH &2 SHELVES • �j/) -0c `'� EQUIPMENT CONTACTS ACCESSIBLE FURNITURE NOTES: 20 5 WIRE SHELVES- FLOOR RACK FOCUS ----- VARIOUS SIZES • 21 4 WIRE SHELVES-WALL RACK FOCUS ----- VARIOUS SIZES • CHEFS TOYS TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 30 1 FLOOR SAFE MESA SAFE MFL2014E DEPOSITORY SAFE • • NICOLE COPPOLA 28-34"AFF. 31 1 POINT OF SALE TERMINAL ------ ----- -- • • SEATING INDICATED FOR ADA ACCESSIBILITY TO PROVIDE KNEE 32 1 COMPUTER --- ----- ----- • EMAIL: NICOLE.0@CHEFS TOYS.COM AND TOE CLEARANCE AS REQUIRED BY 11 B-306. 33 1 ALL IN ONE MACHINE --- ----- ----- • STEVE RUCK 34 3 TICKET PRINTER • 8 min 35 1 TALL GARBAGE CAN • EMAIL: STEVER@CHEFSTOYS.COM 2a3 40 1 1 1 WATER HEATER ------ ------ SEE PLUMBING DRAWINGS • r_-------1 41.1 1 MOP SINK ZURN Z1996-24 24"x 24"x 10"-WITH CHEMICAL STORAGE SHELF • 10950 VIRGINIA CIRCLE F -1 I 41.2 1 MOP SINK FAUCET ---- SEE PLUMBING DRAWINGS • FOUNTAIN VALLEY, CA 92708 C 1 I. E 42.1 1 3-COMP SINK GSW SE18183D (3) DRAIN • I` 1 9 min 0 42.2 1 FAUCET FOR 3-COMP SINK(W/ PRE-RINSE) EQUIP 5PR-8W12 ADD ON PRE-RINSE • F+I 229 'L_ —.—� 43 2 HAND SINK W/FAUCET ---- ----- WALL MOUNTED WITH SIDE SPLASHES • r max 25 45.1 t 1-COMP PREP SINK GSW SE18181L (1) DRAIN-GLASS FILLER-WATER FILTER • „ min 6 45.2 1 FAUCET FOR 1-COMP PREP SINK KROWNE 12-808L FURNITURE CONTACTS -- • 279 (8} (b} 46 1 DISPLAY SHELF MILLWORK SEE INTERIOR ELEVATIONS 50 1 GLASS FILLER EQUIP 5GF-W-F • elevation plan 51 2 WATER FILTER SUPERA IF-C8F10 ----- TABLE • S ----- 53 4 SINK DRAIN T&S BRASS B-3950 ----- • CONTACT JENNIFER FROM AMKO GROUP TO ORDER YOUR TABLES ASAP. 2 54 1 I E M C - - A I i EU 2 WATER FILTER • MENTION, YOU ARE WITH NEKTER JUICE BAR FOR SPECIAL PRICING 60 t AIR CURTAIN MARS N2 36-1U • 70 P7C�E`It�GW�C1Sl3'P • • 71 1 EMPLOYEE LOCKER Gsw EL-61DR 6-T4ER, 12"x 20"x 77" • JENNIFER FIRE EXTINGUISHER • EMAIL: JEN@AMKOGROUP.COM AMKO RESTAURANT FURNITURE, INC. SEE A601 FOR INTERIOR ELEVATIONS 5833 AVALON BLVD. LOS ANGELES, CA 90003 T: 323.234.0388 F: 323.234.1130 TABLE BASES m YOU CAN ORDER ONLINE TO SUBMIT A QUOTE THERE IS A DROP DOWN MENU R WHEN PICKING THE BASE SIZE.: HTTP://VWVW.GOTABLE.COMrr2222-STANDARD-X-BASE.HTML OR DIRECTLY EMAIL BETH TO PLACE ORDER. c BETH CALCARA EMAIL: BETH@GOTABLE.COM MISSOURI TABLE & CHAIR PO BOX 6827 q 4 04.26.17 PLANNING CMNTS Z MAINTAIN 36"ACCESS ROUTE FOR ALL o LEE'S SUMMIT, MO 64064 AREAS OF KITCHEN AT ALL TIMES. 40 — -- 20 °® o p 15 3 04.17.17 CLARIFICATION o OFFICE 816-246-4040 O ® ® 10 10 10 L O P 46 x3 V 2 04.12.17 HEALTH COMMENTS ° OFFICE 800-225-4935 34 2.2 11'-0" 1 04.12.17 PERMIT COMMENTS o 60 21 45.1 18.1 21 21 42.1 21 35 I 03.07.17 PERMIT SUBMIT FAX 816-246-7910 I I 45 2 50 53 42 2 ` 2.1 2 34 I �I 03.02.17 OWNER REVIEW I 2 51 X3 �1 I o QI NO DATE REMARKS r 31 �J w CHAIRS I BACK OF HOUSE 53 j JUICING/BLENDING 30 I M �I SEATING REVISIONS 41.2 41.1 104 70 70 101 __ F-100--i PLEASE MENTION NEKTER JUICE BAR WHEN PLACING AN ORDER, TO RECEIVE A 43 43O 0 0 20 34 20% DISCOUNT. O 51 54 _ 0 x3 g 3.3 HTTP://WWW.INDUSTRYWEST.COM/SHOP/STOOLS/HENRY-BAR-STOOL.HTML#85=12 ( al — 2'-0". o R COOLER [ID i 11 ( M w) ( I TYP 33 N HTTP:/ANW W.I N DUSTRYWEST.COM/SHOP/CHAIRS/H ENRY-I I I-CHAIR-3338.HTML S 105 I l I RESTROOM ( _ J H I H ( H o 1.1 — 4'-0" fi 71 1.1. 103 D x 0 BRIAN DOLL zo 1 1 HALLWAY `� �' B G N -0 EMAIL: BRAIN@INDUSTRYWEST.COM 102 A H H H NA EMAIL: COMMERCIALORDER@INDUSTRYWEST.COM 20 20 y O. 800.382.9303 EXT. 3 M. 904.502.2966 ' k erne tU w y ART WALL JUICE: BAR r r PLEASE DO THIS ASAP. FIRST, YOU NEED TO TAKE MEASUREMENTS, HEIGHT X HARBOR VIEW HILLS ° WIDTH OF EACH BLANK WALL YOU WANT ART WORK. SECONDLY, PLEASE TAKE CLEAR, COMPLETE PICTURES OF ALL THE WALLS YOU 1620 SAN MIGUEL DR WANT ART WORK ON. NEWPORT BEACH, CA g y PLEASE SEND DIMENSIONS OF EACH WALL NUMBERED WALL 1, WALL 2 ETC., NORTH PROJECT NO: 2016.0455 r WITH HEIGHT X WIDTH MEASUREMENTS, AND PICTURES ATTACHED IN AN EMAIL DATE: 02.16.2017 0 TO THE BELOW CONTACTS. EQUIPMENT PLAN MATTHEW@NEKTERJUICEBAR.COM SCALE: 1/4" = 1'-0" CHAD@2THRIVEMEDIA.COM A5 0 1 1 JASON@2THRIVEMEDIA.COM EQUIPMENT PLAN p `s r CHECKED:JS DRAWN: KELP 0 PA2017-089 DAVID BOYCE AacE= r BOLT GLASS TO BENT STEEL SUPPORT (TYP. OF 2) STAIN WOOD RTM#11 STAIN, 4X7.25 C-CHANNEL; BOLTED CONVERSION VARNISH FINISH THRU STEEL PLATE TO CONC. m TEMPERED GLASS HOLD C-CHANNEI ''4" FROM 1/4"THRU BOLT(RECESSED ON 604 COURTLAND STREET SNEEZE GUARD TOP OF WOOD F SEATING SIDE) SUITE 100 1/4"THRU BOL' 'ER ORLANDO, FLORIDA 32804 STAINLESS STEEL FLASHING WOOD PLANK (TYP THREE PER WOOD P' "'1 PH 407.645.5008 4X7.25 C-CF v WOOD PLANK-BACK P FX 407.629.9124 THRU STF (LOCATED ONLY BEH' SEAL: TRA4BACBMIIIf15'NOT FOR CONSTRUCTION'AIEESS " TEAICI6RCTBAUI6ROtSg6Wfl1EIIO N1tN'PF161FUY1. V M co 1/4" J rn 4X4 WOOD S4( A TOP AND LEG +N K)sk IV _c/ .6T BANQUE- .0 BANQUETTE) BACK F CITRON#7 BY ARC CON SEAT' 3BLED935-30 PENNY M o Q FOOD SERVICE EQUIPMENT; SEE FOODz n ���l7 S CL SP SERVICE DRAWINGS. O z v YP) M FRP OVER WATER U) ¢ N g _ RESIST. 5/8"GYP BD. LAMINATE OVERO SEE FURNITURE PLAN. 3/4" PLYWOOD _ z N BACKING 0 = 3RIC, TASK FORCE/DELPHI CITRON#7 BY ARC CON n ' U ABRIC, HBF TEXTILES-PEBBLED 935-30 PENNY M 3 5/8"METAL STUD ( m iv FRAMING @ 16"O.C. N md"THRU BOLT iv TYP. TWO PER C-CHANNEL) I T — -ER C-CHANNEL) N � 'o 'o COVE VINYL BASE STEEL PLATE _ OVER 4X4I ' WOOD LEGS —A36 STEEL PLATE; 1/4"THICK, TEEL PLATE; 1/4"THICK; c BENT AND FASTENED TO CONC. T AND FASTENED TO CONC. EXISTING CONCRETE FLOOR -EXISTING CONCRETE FLOOR 'v "v JUICING WALL DETAIL 3 BANQUET DETAIL BENCH SEATING DETAIL 1 SCALE: 1-1/2" = 1'-0" 2 SCALE: 1 -1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" 0 A36 BLACKENED m STEEL SHROUD o a POS-SEE EQUIPMENT PLAN z z SOLID SURFACE TOP, Q 0 FACE AND TOP TO BE y HIGH GLOSS BRIGHT0 WHITE LAMINATE 2 10 U 4., z 4 04.26.17 PLANNING CMNTS o 3 04.17.17 CLARIFICATION o COMMENTS EASE EDGE 0 O O �O J t£0}1 0 1 04.12.17 PERMIT COMMENTS o 03.07.17 PERMIT SUBMIT 03.02.17 OWNER REVIEW r 4X4 SALVAGE NO DATE REMARKS r PLYWOOD SUBTOP PLYWOOD SUBTOP WOOD TOP+ LEG REVISIONS 3 F — BEYOND w HARDROCKMELAMINE INTERIOR ° i 0 A36 STEEL SOLID WOOD OR SOLID SURFACE PLATE g PLASTIC LAMINATE FRONT SOLID WOOD OR PLASTIC SHELF, TYP. 3 o LAMINATE SHELF TYP. -OMIT 04 AT GARBAGE ENCLOSURE O N FACE OF MILLWORK BEYOND N 3!4" PLYWOOD c CABINET BACK ° OUTLINE OF GARBAGE BIN AT o EUROPEAN BOX / 3/4"CABINET SIM. CONDITION- NO SHELVING z CABINET W/HARDROCK GRADE PLYWOOD X/ MELAMINE INTERIOR BACKING EUROPEAN BOX CABINET(OMIT AT GARBAGE ENCLOSURE) z c0kr e ® U c y 2 2 JUICE BAR INTEGRALLY-COVED2'-0" A36 STEEL c CERAMIC TILE BASE AS METAL BASE INTEGRALLY-COVED BASE @ SCHEDULED. SEE A401 CERAMIC TILE BASE AS LEGS, ° SCHEDULED. SEE A401 HARBOR VIEW HILLS 46 BEYOND 1620 SAN MIGUEL DR c NEWPORT BEACH, CA U h c POS COUNTER MILLWORK DETAIL HAND OFF COUNTER MILLWORK DETAIL PROJECT NO: 2016.0455 r 4 SCALE: 1 1/2" = 1' 0" 5 SCALE: 1 1/2" = 1' 0 DATE: 02.16.2017 0 0 0 A502 0 N EQUIPMENT DETAILS 0 r CHECKED: JS DRAWN: KE! P PA2017-089 DAVID BOYCE ARCH recr 41"X 30" MENU BOARDS P-2 P-1 OPEN TO JUICING/BLENDING � / \ by � - - 4.a...... OPEN TO HALLWAY 604 COURTLAND STREET 7E ORLANDO, FLORIDA 32804 SUITE 100 \ // S IF S / \ PH 407.645.5008 \ // / FX 407.629.9124 MOPENFFRIGERATED g_1 EXIST STOREFRONT I B-1 g_1 SEAL: DISPLAY CASE WITH �,�iii"` 5 1 4 OPEN REFRIGERATED TIBB/EANMA'NOT FOR CONSTRUCTION'FYIES! MILLWORK NO CHANGES A502 A502 A502 DISPLAY CASE WITH TEIt6BRECfOBB6IM@I8&Hl1T8Ng05GlAPPNtB9BF1 SURROUND MILLWORK SURROUND SEATING ELEVATION SEATING ELEVATION SEATING ELEVATION SEATIG ELEVATION ����yG * b��6o N v 0) u� 1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = l'-0" SCALE-. \'l/4" = 1'-0" o L d��7 SqP EXISTING ELECTRICAL \ , CLOSET OPEN TO _.-• -.- SEATING \ 0000 r � FRP -17 O e o N \\ \ B_2 B_2IE!! CHILL MACHINE g_2 B-2 2 2 2 2 JUICING/BLENDING ELEVATION JUICING/BLENDING ELEVATION JUICING/BLENDING ELEVATION JUICING/BLENDING ELEVATION BACK OF HOUSE ELEVATION `� SCALE: 1/4" = 1' 0" 6 SCALE. 1/4 = 1 0 SCALE: 1/4 = 1 0 SCALE: 1/4 = 1 0 SCALE: 1/4 = 1 -0 STRUCTURALBEAM STRUCTURALBEAM EXISTING WATER IV HEATER CLOSET FRP FRP YLu WALK-IN UNIT BEYOND Y Z Z Q O w O FRP FRP J J WALK-IN UNIT FRP O w III w 5o O w co 0 w o>LL sp w o> w // w O o o> 0 m w: o OPEN TO O p / eo z rj)z °o `° OPEN- ^ = O O ro LL r w BACK OF w Or m y HOUSE ~ = LL m O z m z \ O O z m w / \. 0 \ / \ � LL Z O O O 1Lu MOP pILI m F \ SINK 0 N [7 B-2 REACH-IN COOLER B-2 B-2 U 2 2 2 2 2 2 4 04.26.17 PLANNING CMNTS o 3 04.17.17 CLARIFICATION o 2 04.12.17 HEALTH COMMENTS BACK OF HOUSE ELEVATIONBACK OF HOUSE ELEVATION BACK OF HOUSE ELEVATION BACK OF HOUSE ELEVATION 1 04.12.17 PERMIT COMMENTS SCALE: 1/4" = 1'-0" I I SCALE: 1/4" = 1' 0" SCALE: 1/4" = 1'-0" I SCALE: 1/4" = 1'-0" 03.07.17 PERMIT SUBMIT 03.02.17 OWNER REVIEW r a NO DATE REMARKS c REVISIONS 3 r x F_UF 3 c O r3 c 6 C W O Den 9 O 4 11 12 13 ® o i 6 5 B w a 4 � 2 . a431D 7 9 10I ® kte z c � gpa ®pry c JILACE BAR m T c x HARBOR VIEW HILLS 1620 SAN MIGUEL DR r NEWPORT BEACH, CA 0 c A KEY PLAN PROJECT NO: 2076.0455 r SCALE: 1/8" = 1 '-0" DATE: 02.16.2017 S 0 S A601 O N INTERIOR ELEVATIONS r CHECKED: JS DRAWN: KE/KCP o 3 PA2017-089 DAVID BOYCE DIVISION 01 017000 DIVISION 02 DIVISION 06 DIVISION 07 ARCHTECT GENERAL REQUIREMENTS EXECUTION AND CLOSEOUT REQUIREMENTS EXISTING CONDITIONS WOOD, PLASTICS, AND COMPOSITES THERMAL AND MOISTURE PROTECTION PART 1 GENERAL 01 40 00 1.1 NOT USED02 061000 0721 00 QUALITY REQUIREMENTS ROUGH CARPENTRY THERMAL INSULATION PART PRODUCTS DEMOLITION PART 1 GENERAL 2.1 PATCHING MATERIALSPART 1 GENERAL PART 1 GENERAL PART 1 GENERAL 1.1 NOT USED A. NEW MATERIALS:AS SPECIFIED IN PRODUCT SECTIONS;MATCH EXISTING PRODUCTS AND 1.1 NOT USED 1.1 NOT USED 1.1 NOT USED WORK FOR PATCHING AND EXTENDING WORK. PART 2 GENERAL B.TYPE AND QUALITY OF EXISTING PRODUCTS: DETERMINE BY INSPECTING AND TESTINGPART 2 PRODUCTS PART 2 PRODUCTS 2.1 NOT USED PART 2 PRODUCTS 2.1 GENERAL REQUIREMENTS 2.1 APPLICATIONS PRODUCTS WHERE NECESSARY, REFERRING TO EXISTING WORK AS A STANDARD. 2.1 NOT USED C. PRODUCT SUBSTITUTION: FOR ANY PROPOSED CHANGE IN MATERIALS,SUBMIT REQUEST A. DIMENSION LUMBER:COMPLY WITH PS 20 AND REQUIREMENTS OF SPECIFIED GRADING A. INSULATION IN METAL FRAMED WALLS:BATT INSULATION WITH INTEGRAL VAPOR RETARDER. PART 3 EXECUTION FOR SUBSTITUTION DESCRIBED IN SECTION 01 50 00. PART 3 EXECUTION AGENCIES. B. INSULATION IN STEEL FRAMED STRUCTURE:BATT INSULATION WITH INTEGRAL VAPOR 1. IF NO SPECIES IS SPECIFIED PROVIDE ANY SPECIES GRADED BY THE AG RETARDER. 3.1 CONTROL OF INSTALLATION O AGENCY 604 COURTLAND STREET 3.1 GENERAL PROCEDURES AND PROJECT CONDITIONS A.MONITOR QUALITY CONTROL OVER SUPPLIERS,MANUFACTURERS, PRODUCTS, SERVICES, PART 3 EXECUTION A.COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONS AND SPECIFIED; IF NO GRADING AGENCY IS SPECIFIED, PROVIDE LUMBER GRADED BY ANY 2.2 BATT INSULATION MATERIALS SUITE 100 SITE CONDITIONS,AND WORKMANSHIP,TO PRODUCE WORK OF SPECIFIED QUALITY. 3.1 EXAMINATIONGRADING AGENCY MEETING THE SPECIFIED REQUIREMENTS. A.GLASS FIBER BATT INSULATION: FLEXIBLE PREFORMED BATT OR BLANKET,COMPLYING WITH B.COMPLY WITH MANUFACTURERS'INSTRUCTIONS,INCLUDING EACH STEP IN SEQUENCE. A.VERIFY THAT EXISTING SITE CONDITIONS AND SUBSTRATE SURFACES ARE ACCEPTABLE FOR SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC.1. OBTAIN REQUIRED PERMITS. 2. GRADING AGENCY:ANY GRADING AGENCY WHOSE RULES ARE APPROVED BY THE ASTM C665; FRICTION FIT. ORLANDO, FLORIDA 32804 C.SHOULD MANUFACTURERS' INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS, SUBSEQUENT WORK.START OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. 2BOARD OF REVIEW,AMERICAN LUMBER STANDARD COMMITTEE(WWW.ALSC.ORG)AND 1. FLAME SPREAD INDEX:25 OR LESS,WHEN TESTED IN ACCORDANCE WITH ASTM E84. PH 407.645.5008 B.VERIFY THAT EXISTING SUBSTRATE IS CAPABLE OF STRUCTURAL SUPPORT OR ATTACHMENT STRUCTURES TO BE REMOVED; DO NOT ALLOW WORKER OR PUBLIC ACCESS WITHIN REQUEST CLARIFICATION FROM ARCHITECT/ENGINEER BEFORE PROCEEDING. .TAKE PRECAUTIONS TO PREVENT CATASTROPHIC UNCONTROLLED COLLAPSE OF WHO PROVIDES GRADING SERVICE FOR THE SPECIES AND GRADE SPECIFIED; PROVIDE 2.SMOKE DEVELOPED INDEX:450 OR LESS,WHEN TESTED IN ACCORDANCE WITH ASTM FX 407.629.9124 D.COMPLY WITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE WORK EXCEPT WHERE OF NEW WORK BEING APPLIED OR ATTACHED. LUMBER STAMPED WITH GRADE MARK UNLESS OTHERWISE INDICATED. E84. RANGE ID POTENTIAL COLLAPSE OF UNSTABLE STRUCTURES. MORE STRINGENT TOLERANCES, CODES, OR SPECIFIED REQUIREMENTS INDICATE HIGHER C. EXAMINE AND VERIFY SPECIFIC CONDITIONS DESCRIBED IN INDIVIDUAL SPECIFICATION. B.LUMBER FABRICATED FROM OLD GROWTH TIMBER IS NOT PERMITTED. 3.COMBUSTIBILITY: NON-COMBUSTIBLE,WHEN TESTED IN ACCORDANCE WITH ASTM E136. 3. PROVIDE, ERECT,AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. STANDARDS OR MORE PRECISE WORKMANSHIP. SECTIONS. 4.CONDUCT OPERATIONS TO MINIMIZE EFFECTS ON AND INTERFERENCE WITH ADJACENT 2.2 DIMENSION LUMBER FOR CONCEALED APPLICATIONS 4.THERMAL RESISTANCE: R OF 36-ROOFS. R OF 19-INTERIOR WALLS SEAL E. HAVE WORK PERFORMED BY PERSONS QUALIFIED TO PRODUCE REQUIRED AND SPECIFIED D.TAKE FIELD MEASUREMENTS BEFORE CONFIRMING PRODUCT ORDERS OR BEGINNING A.GRADING AGENCY:WEST COAST LUMBER INSPECTION BUREAU (WCLIB). 5. FACING:ASPHALT TREATED MESH REINFORCED KRAFT PAPER, ONE SIDE. RC O MMIS'NOT FOR CONSTRUCTION'IRM STRUCTURES AND OCCUPANTS. QUALITY. FABRICATION,TO MINIMIZE WASTE DUE TO OVER-ORDERING OR MISFABRICATION. 5B.SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS,SAS. 2.3 ACCESSORIES TKAB OMBBUrdEB'SBMMTBBIAUSBMLM UB9BO. E.VERIFY THAT UTILITY SERVICES ARE AVAILABLE,OF THE CORRECT CHARACTERISTICS,AND 6. CONDUCT OPERATIONS TO MINIMIZE OBSTRUCTION OF PUBLIC AND PRIVATE F.VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS OR AS . DO NOT CLOSE OBSTRUCT ROADWAYS SIDEWALKS WITHOUT PERMIT. C.MOISTURE CONTENT:S-DRY OR MCI 9. A.TAPE: POLYESTER SELF-ADHERING TYPE, MESH REINFORCED,2 INCH WIDE. INSTRUCTED BY THE MANUFACTURER. IN THE CORRECT LOCATIONS. D. MISCELLANEOUS FRAMING, BLOCKING, NAILERS,GROUNDS,AND FURRING: ENTRANCES AND EXITS; DO NOT OBSTRUCT REQUIRED EXITS AT ANY TIME; PROTECT G.SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED F. PRIOR TO CUTTING: EXAMINE EXISTING CONDITIONS PRIOR TO COMMENCING WORK, PERSONS USING ENTRANCES AND EXITS FROM REMOVAL OPERATIONS. 1. LUMBER:S4S, NO.2 OR STANDARD GRADE. PART 3 EXECUTION TO WITHSTAND STRESSES,VIBRATION, PHYSICAL DISTORTION,AND DISFIGUREMENT. INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING CUTTING AND PATCHING. 7. OBTAIN WRITTEN PERMISSION FROM OWNERS OF ADJACENT PROPERTIES WHEN 2. BOARDS:STANDARD OR NO.3, 3.1 BATT INSTALLATION G-( b� N 3.2 DEFECT ASSESSMENT AFTER UNCOVERING EXISTING WORK,ASSESS CONDITIONS AFFECTING PERFORMANCE OF DEMOLITION EQUIPMENT WILL TRAVERSE, INFRINGE UPON OR LIMIT ACCESS TO THEIR 2.3 CONSTRUCTION PANELS A. INSTALL INSULATION AND VAPOR RETARDER IN ACCORDANCE WITH MANUFACTURER'S \�`�. GE A.REPLACE WORK OR PORTIONS OF THE WORK NOT CONFORMING TO SPECIFIED WORK. BEGINNING OF CUTTING OR PATCHING MEANS ACCEPTANCE OF EXISTING CONDITIONS. PROPERTY. A.COMMUNICATIONS AND ELECTRICAL ROOM MOUNTING BOARDS: PS 1 A-D PLYWOOD,OR INSTRUCTIONS. -� rn C'V REQUIREMENTS. 3.2 PREPARATION MEDIUM DENSITY FIBERBOARD;3/4 INCH THICK; FLAME SPREAD INDEX OF 25 OR LESS,SMOKE B.INSTALL IN EXTERIOR WALL AND ROOF SPACES WITHOUT GAPS OR VOIDS.DO NOT v O B.DO NOT BEGIN REMOVAL UNTIL RECEIPT OF NOTIFICATION TO PROCEED FROM OWNER. t 07 w a w B.IF, IN THE OPINION OF ARCHITECT/ENGINEER,IT IS NOT PRACTICAL TO REMOVE AND A.CLEAN SUBSTRATE SURFACES PRIOR TO APPLYING NEXT MATERIAL OR SUBSTANCE. DEVELOPED INDEX OF 450 OR LESS,WHEN TESTED IN ACCORDANCE WITH ASTM E84. COMPRESS INSULATION. < C. PROTECT EXISTING STRUCTURES AND OTHER ELEMENTS THAT ARE NOT TO BE REMOVED. ¢ o REPLACE THE WORK,ARCHITECTIENGINEER WILL DIRECT AN APPROPRIATE REMEDY OR B. SEAL CRACKS OR OPENINGS OF SUBSTRATE PRIOR TO APPLYING NEXT MATERIAL OR2.4 ACCESSORIES 0 N c., k 1. PROVIDE BRACING AND SHORING. ADJUST PAYMENT. SUBSTANCE. 2. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. A. FASTENERS AND ANCHORS: END OF SECTION Q� O C.APPLY MANUFACTURER REQUIRED OR RECOMMENDED SUBSTRATE PRIMER,SEALER,OR 3.STOP WORK IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. 1. METAL AND FINISH: HOT-DIPPED GALVANIZED STEEL PER ASTM A 153/A 163M FOR HIGH `P'L 7b PAz END OF SECTION CONDITIONER PRIOR TO APPLYING ANY NEW MATERIAL OR SUBSTANCE IN CONTACT OR BOND. 3.2 EXISTING UTILITIES HUMIDITY AND PRESERVATIVETREATED WOOD LOCATIONS, UNFINISHED STEEL j/7 3.3 GENERAL INSTALLATION REQUIREMENTS A.COORDINATE WORK WITH UTILITY COMPANIES; NOTIFY BEFORE STARTING WORK AND ELSEWHERE. A.INSTALL PRODUCTS AS SPECIFIED IN INDIVIDUAL SECTIONS, IN ACCORDANCE WITH COMPLY WITH THEIR REQUIREMENTS;OBTAIN REQUIRED PERMITS. 2.5 FACTORY WOOD TREATMENT MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS,AND SO AS TO AVOID WASTE DUE B. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE. A.TREATED LUMBER AND PLYWOOD:COMPLY WITH REQUIREMENTS OF AWPA U1 -USE 01 60 00 TO NECESSITY FOR REPLACEMENT. CATEGORY SYSTEM FOR WOOD TREATMENTS DETERMINED BY USE CATEGORIES, EXPECTED 07 90 05 B. MAKE VERTICAL ELEMENTS PLUMB AND HORIZONTAL ELEMENTS LEVEL, UNLESS OTHERWISE JURISDICTION.PRODUCT REQUIREMENTS C. NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM AUTHORITY HAVING SERVICE CONDITIONS,AND SPECIFIC APPLICATIONS. JOINT SEALERS INDICATED. D. DO NOT CLOSE, SHUT OFF,OR DISRUPT EXISTING LIFE SAFETY SYSTEMS THAT ARE IN USE 1. FIRE-RETARDANT TREATED WOOD:MARK EACH PIECE OF WOOD WITH PRODUCER'S PART 1 GENERAL C. INSTALL EQUIPMENT AND FITTINGS PLUMB AND LEVEL, NEATLY ALIGNED WITH ADJACENT WITHOUT AT LEAST 7 DAYS PRIOR WRITTEN NOTIFICATION TO OWNER. STAMP INDICATING COMPLIANCE WITH SPECIFIED REQUIREMENTS. PART 1 GENERAL 1.1 SUBMITTALS 1.1 NOT USED VERTICAL AND HORIZONTAL LINE UNLESS OTHERWISE INDICATED. A.PRODUCT DATA SUBMITTALS: SUBMIT MANUFACTURER'S STANDARD PUBLISHED DATA. MARK C S, U E. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING UTILITY BRANCHES OR TAKE-OFFS THAT D. MAKE CONSISTENT TEXTURE ON SURFACES,WITH SEAMLESS TRANSITIONS, UNLESS ARE IN USE WITHOUT AT LEAST 3 DAYS PRIOR WRITTEN NOTIFICATION TO OWNER. PART 3 EXECUTION EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS,OPTIONS,AND OTHER DATA. OTHERWISE INDICATED. F. LOCATE AND MARK UTILITIES TO REMAIN; MARK USING HIGHLY VISIBLE TAGS OR FLAGS, 3.1 INSTALLATION-GENERAL PART 2 PRODUCTS SUPPLEMENT MANUFACTURERS'STANDARD DATA TO PROVIDE INFORMATION SPECIFIC TO E. MAKE NEAT TRANSITIONS BETWEEN DIFFERENT SURFACES,MAINTAINING TEXTURE AND WITH IDENTIFICATION OF UTILITY TYPE; PROTECT FROM DAMAGE DUE TO SUBSEQUENT A.SELECT MATERIAL SIZES TO MINIMIZE WASTE. 2.1 SEALANTS THIS PROJECT. APPEARANCE. CONSTRUCTION, USING SUBSTANTIAL BARRICADES IF NECESSARY. B. REUSE SCRAP TO THE GREATEST EXTENT POSSIBLE;CLEARLY SEPARATE SCRAP FOR USE A. TYPE A-GENERAL PURPOSE INTERIOR SEALANT.ACRYLIC EMULSION LATEX;ASTM C834, B.SHOP DRAWING SUBMITTALS: PREPARED SPECIFICALLY FOR THIS PROJECT; INDICATE 3.4 CUTTING AND PATCHINGON SITE AS ACCESSORY COMPONENTS, INCLUDING: SHIMS, BRACING,AND BLOCKING. TYPE OP,GRADE NF SINGLE COMPONENT, PRINTABLE. A.WHENEVER POSSIBLE, EXECUTE THE WORK BY METHODS THAT AVOID CUTTING OR OF DISCONNECTED AND ABANDONED UTILITIES. UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION REQUIREMENTS,AND G. REMOVE EXPOSED PIPING,VALVES, METERS, EQUIPMENT,SUPPORTS,AND FOUNDATIONS C.WHERE TREATED WOOD IS USED ON INTERIOR, PROVIDE TEMPORARY VENTILATION DURING 1.COLOR:TO BE SELECTED BY ARCHITECT/ENGINEER FROM MANUFACTURER'S STANDARD LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES. PATCHING. AND IMMEDIATELY AFTER INSTALLATION SUFFICIENT TO REMOVE INDOOR AIR CONTAMINANTS. RANGE. C.SAMPLE SUBMITTALS: ILLUSTRATE FUNCTIONAL AND AESTHETIC CHARACTERISTICS OF THE 3.3 SELECTIVE DEMOLITION FOR ALTERATIONS B.PERFORM WHATEVER CUTTING AND PATCHING IS NECESSARY TO: 3.2 FRAMING INSTALLATION B.TYPE B-BATHTUB/TILE SEALANT:WHITE SILICONE;ASTM C920, USES I, M AND A;SINGLE PRODUCT,WITH INTEGRAL PARTS AND ATTACHMENT DEVICES.COORDINATE SAMPLE A. DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILITIES ARE BASED ON CASUAL FIELD A.MAKE PROVISIONS FOR TEMPORARY CONSTRUCTION LOADS,AND PROVIDE TEMPORARY COMPONENT, MILDEW RESISTANT. 1. COMPLETE THE WORK. OBSERVATION AND EXISTING RECORD DOCUMENTS ONLY. SUBMITTALS FOR INTERFACING WORK. 2. FIT PRODUCTS TOGETHER TO INTEGRATE WITH OTHER WORK. 1.VERIFY THAT CONSTRUCTION AND UTILITY ARRANGEMENTS ARE AS SHAWN. BRACING SUFFICIENT TO MAINTAIN STRUCTURE IN TRUE ALIGNMENT AND SAFE CONDITION 1. FOR SELECTION FROM STANDARD FINISHES,SUBMIT SAMPLES OF THE FULL RANGE OF 3. PROVIDE OPENINGS FOR PENETRATION OF MECHANICAL, ELECTRICAL,AND OTHER2. REPORT DISCREPANCIES TO ARCHITECT/ENGINEER BEFORE DISTURBING EXISTING UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. PART 3 EXECUTION THE MANUFACTURER'S STANDARD COLORS,TEXTURES,AND PATTERNS. SERVICES. B.COMPLY WITH MEMBER SIZES, SPACING,AND CONFIGURATIONS INDICATED,AND FASTENER 3.1 INSTALLATION INSTALLATION. 4. MATCH WORK THAT HAS BEEN CUT TO ADJACENT WORK. 3. BEGINNING OF DEMOLITION WORK CONSTITUTES ACCEPTANCE OF EXISTING SIZE AND SPACING INDICATED, BUT NOT LESS THAN REQUIRED BY APPLICABLE CODES AND A.PERFORM WORK IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS FOR PART 2 PRODUCTS 5. REPAIR AREAS ADJACENT TO CUTS TO REQUIRED CONDITION. CONDITIONS THAT WOULD BE APPARENT UPON EXAMINATION PRIOR TO STARTING AFPA WOOD FRAME CONSTRUCTION MANUAL. PREPARATION OF SURFACES AND MATERIAL INSTALLATION INSTRUCTIONS. 2.1 NEW PRODUCTS 6.REPAIR NEW WORK DAMAGED BY SUBSEQUENT WORK. DEMOLITION. C.CONSTRUCT DOUBLE JOIST HEADERS AT FLOOR AND CEILING OPENINGS AND UNDER WALL B. PERFORM INSTALLATION IN ACCORDANCE WITH ASTM C1193. A.PROVIDE NEW PRODUCTS UNLESS SPECIFICALLY REQUIRED OR PERMITTED BY THE 7. REMOVE SAMPLES OF INSTALLED WORK FOR TESTING WHEN REQUESTED. B. REMOVE EXISTING WORK AS INDICATED AND AS REQUIRED TO ACCOMPLISH NEW WORK. STUD PARTITIONS THAT ARE PARALLEL TO FLOOR JOISTS; USE METAL JOIST HANGERS UNLESS C. INSTALL BOND BREAKER WHERE JOINT BACKING IS NOT USED. CONTRACT DOCUMEN 6. REMOVE AND REPLACE DEFECTIVE AND NON-CONFORMING WORK. 1. REMOVE ITEMS INDICATED ON DRAWINGS. OTHERWISE DETAILED. D. INSTALL SEALANT FREE OF AIR POCKETS, FOREIGN EMBEDDED MATTER, RIDGES,AND SAGS. B.WHERE ALL OTHER CRITERIA ARE MET,CONTRACTOR SHALL GIVE PREFERENCE TO C. EXECUTE WORK BY METHODS THAT AVOID DAMAGE TO OTHER WORK AND THAT WILLD. FRAME WALL OPENINGS WITH TWO OR MORE STUDS AT EACH JAMB; SUPPORT HEADERS ON E.APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES.CONSULT PRODUCTS THAT: C. SERVICES(INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, FIRE PROTECTION,PROVIDE APPROPRIATE SURFACES TO RECEIVE PATCHING AND FINISHING. IN EXISTING WORK, ELECTRICAL,AND TELECOMMUNICATIONS): REMOVE EXISTING SYSTEMS AND EQUIPMENT AS CRIPPLE STUDS. MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. 1. IF USED ON INTERIOR, HAVE LOWER EMISSIONS. MINIMIZE DAMAGE AND RESTORE TO ORIGINAL CONDITION. 3.3 INSTALLATION OF CONSTRUCTION PANELS F.TOOL JOINTS CONCAVE. INDICATED. 2.IF WET-APPLIED,HAVE LOWER VOC CONTENT. D. EMPLOY ORIGINAL INSTALLER TO PERFORM CUTTING FOR WEATHER EXPOSED AND 1. MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO REMAIN IN OPERATION;MAINTAIN A.WALL SHEATHING:SECURE WITH LONG DIMENSION PERPENDICULAR TO WALL STUDS,WITH 3. HAVE A PUBLISHED GREENSCREEN CHEMICAL HAZARD ANALYSIS. MOISTURE RESISTANT ELEMENTS,AND SIGHT EXPOSED SURFACES. ACCESS TO EQUIPMENT AND OPERATIONAL COMPONENTS. ENDS OVER FIRM BEARING AND STAGGERED, USING NAILS, SCREWS, OR STAPLES. END OF SECTION 2.2 PRODUCT OPTIONS E.CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS NOT2.WHERE EXISTING ACTIVE SYSTEMS SERVE OCCUPIED FACILITIES BUT ARE TO BE B.COMMUNICATIONS AND ELECTRICAL ROOM MOUNTING BOARDS: SECURE WITH SCREWS TO A.PRODUCTS SPECIFIED BY REFERENCE STANDARDS OR BY DESCRIPTION ONLY: USE ANY ALLOWED WITHOUT PRIOR APPROVAL. REPLACED WITH NEW SERVICES, MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW STUDS WITH EDGES OVER FIRM BEARING; SPACE FASTENERS AT MAXIMUM 24 INCHES ON PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION. F. RESTORE WORK WITH NEW PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF SYSTEMS ARE COMPLETE AND READY FOR SERVICE. CENTER ON ALL EDGES AND INTO STUDS IN FIELD OF BOARD. B. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS:USE A PRODUCT OF CONTRACT DOCUMENTS. 1.AT FIRE-RATED WALLS, INSTALL BOARD OVER WALL BOARD INDICATED AS PART OF THE G. FIT WORK AIR TIGHT TO PIPES,SLEEVES, DUCTS, CONDUIT,AND OTHER PENETRATIONS REMOVAL. ONE OF THE MANUFACTURERS NAMED AND MEETING SPECIFICATIONS,NO OPTIONS OR VERIFY THAT ABANDONED SERVICES SERVE ONLY ABANDONED FACILITIES BEFORE FIRE-RATED ASSEMBLY. DIVISION 08 REMOVAL.SUBSTITUTIONS ALLOWED. THROUGH SURFACES. 4. REMOVE ABANDONED PIPE, DUCTS,CONDUITS,AND EQUIPMENT, INCLUDING THOSE 2.WHERE BOARDS ARE INDICATED AS FULL FLOOR-TO-CEILING HEIGHT, INSTALL WITH OPENINGS C. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITH A PROVISION FOR H.AT PENETRATIONS OF FIRE RATED WALLS, PARTITIONS,CEILING,OR FLOOR CONSTRUCTION, LONG EDGE OF BOARD PARALLEL TO STUDS. SUBSTITUTIONS: SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY MANUFACTURER NOT ABOVE ACCESSIBLE CEILINGS; REMOVE BACK IC SOURCE OF SUPPLY WHERE POSSIBLE, 3. INSTALL ADJACENT BOARDS WITHOUT GAPS. COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL IN ACCORDANCE WITH SECTION 07 84 OTHERWISE CAP STUB AND TAG WITH IDENTIFICATION. 08 1213 NAMED. 00,TO FULL THICKNESS OF THE PENETRATED ELEMENT. D. PROTECT EXISTING WORK TO REMAIN. I. PATCHING: END OF SECTION PART 3 EXECUTION HOLLOW METAL FRAMES 1. PREVENT MOVEMENT OF STRUCTURE; PROVIDE SHORING AND BRACING IF NECESSARY. 1. FINISH PATCHED SURFACES TO MATCH FINISH THAT EXISTED PRIOR TO PATCHING. ON 2. PERFORM CUTTING TO ACCOMPLISH REMOVALS NEATLY AND AS SPECIFIED FOR PART 1 GENERAL 3.1 SUBSTITUTION PROCEDURES CONTINUOUS SURFACES, REFINISH TO NEAREST INTERSECTION OR NATURAL BREAK. CUTTING NEW WORK. 1.1 NOT USED A.INSTRUCTIONS TO BIDDERS SPECIFY TIME RESTRICTIONS FOR SUBMITTING REQUESTS FOR FOR AN ASSEMBLY, REFINISH ENTIRE UNIT. 3. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING REMOVAL WORK. SUBSTITUTIONS DURING THE BIDDING PERIOD.COMPLY WITH REQUIREMENTS SPECIFIED IN. 2. MATCH COLOR,TEXTURE,AND APPEARANCE. 4. PATCH AS SPECIFIED FOR PATCHING NEW WORK. PART 2 PRODUCTS THIS SECTION. 3. REPAIR PATCHED SURFACES THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING 3.4 DEBRIS AND WASTE REMOVAL 2.1 STEEL DOOR FRAMES-GENERAL REQUIREMENTS B.DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF OTHER IMPERFECTIONS DUE TO PATCHING WORK. IF DEFECTS ARE DUE TO CONDITION A. REMOVE DEBRIS,JUNK,AND TRASH FROM SITE. A. REFER TO DOOR AND FRAME SCHEDULE ON THE DRAWINGS FOR FRAME SIZES, FIRE PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS. OF SUBSTRATE, REPAIR SUBSTRATE PRIOR TO REPAIRING FINISH. B. LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT WORK. 06 20 00 RATINGS,SOUND RATINGS,FINISHING, DOOR HARDWARE TO BE INSTALLED,AND OTHER C.A REQUEST FOR SUBSTITUTION CONSTITUTES A REPRESENTATION THAT THE SUBMITTER: 3.5 PROGRESS CLEANINGFINISH CARPENTRY VARIATIONS, IF ANY. 1. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR C.CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM PUBLIC AND PRIVATE LANDS. A. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS,AND RUBBISH.MAINTAIN SITE IN A B. DOOR FRAME TYPE:PROVIDE STEEL DOOR FRAMES WITH INTEGRAL CASINGS, FOR FIELD - EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT. CLEAN AND ORDERLY CONDITION- ENDPART 1 GENERAL FINISHING. 2.WILL PROVIDE THE SAME WARRANTY FOR THE SUBSTITUTION AS FOR THE SPECIFIED OF SECTION 1.1 NOT USED B. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS,ATTICS,CRAWL SPACES,AND C.ACCESSIBILITY:COMPLY WITH ANSI/ICC A117.1. PRODUCT. OTHER CLOSED OR REMOTE SPACES, PRIOR TO ENCLOSING THE SPACE. D.COMBINED REQUIREMENTS: IF A PARTICULAR DOOR AND FRAME UNIT IS INDICATED TO 3.WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK THAT MAY BE C. BROOM AND VACUUM CLEAN INTERIOR AREAS PRIOR TO START OF SURFACE FINISHING,AND PART 2 PRODUCTS COMPLY WITH MORE THAN ONE TYPE OF REQUIREMENT, COMPLY WITH ALL THE SPECIFIED REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO OWNER. CONTINUE CLEANING TO ELIMINATE DUST. 2.1 FINISH CARPENTRY ITEMS REQUIREMENTS FOR EACH TYPE; FOR INSTANCE,AN EXTERIOR DOOR THAT IS ALSO INDICATED 4.WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION THAT MAY SUBSEQUENTLY D.COLLECT AND REMOVE WASTE MATERIALS, DEBRIS,AND TRASH/RUBBISH FROM SITE DIVISION 03 A.QUALITY GRADE: UNLESS OTHERWISE INDICATED PROVIDE PRODUCTS OF QUALITY AS BEING SOUND-RATED MUST COMPLY WITH THE REQUIREMENTS SPECIFIED FOR EXTERIOR BECOME APPARENT. PERIODICALLY AND DISPOSE OFF-SITE; DO NOT BURN OR BURY. SPECIFIED BY AWI/AWMAC/WI(AWS)FOR PREMIUM GRADE. D.SUBSTITUTION SUBMITTAL PROCEDURE: 3.6 PROTECTION OF INSTALLED WORK CONCRETE 2.2 WOOD-BASED COMPONENTS DOORS AND FOR SOUND-RATED DOORS;WHERE TWO REQUIREMENTS CONFLICT,COMPLY 1.SUBMIT THREE COPIES OF REQUEST FOR SUBSTITUTION FOR CONSIDERATION. LIMIT A. PROTECT INSTALLED WORK FROM DAMAGE BY CONSTRUCTION OPERATIONS. A.WOOD FABRICATED FROM OLD GROWTH TIMBER IS NOT PERMITTED. WITH THE MOST STRINGENT. EACH REQUEST TO ONE PROPOSED SUBSTITUTION. 2.3 LUMBER MATERIALS E. HARDWARE PREPARATION: IN ACCORDANCE WITH BHMA Al 56.115,WITH REINFORCEMENT B. PROVIDE SPECIAL PROTECTION WHERE SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. 03 30 00 A.SOFTWOOD LUMBER: MAXIMUM MOISTURE CONTENT OF 6 PERCENTWELDED IN PLACE, IN ADDITION TO OTHER REQUIREMENTS SPECIFIED. 2.SUBMIT SHOP DRAWINGS, PRODUCT DATA,AND CERTIFIED TEST RESULTS ATTESTING C. PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS.CONTROL CAST-IN-PLACE CONCRETE ;WITH VERTICAL GRAIN, 2 2 STEEL DOOR FRAMES WITH INTEGRAL CASINGS TO THE PROPOSED PRODUCT EQUIVALENCE. BURDEN OF PROOF IS ON PROPOSER. ACTIVITY IN IMMEDIATE WORKAREA TO PREVENT DAMAGE. OF QUALITY SUITABLE FOR TRANSPARENT FINISH. A. FINISH: FACTORY PRIMED, FOR FIELD FINISHING. 3.THE ARCHITECT/ENGINEER WILL NOTIFY CONTRACTOR IN WRITING OF DECISION TO D. PROVIDE PROTECTIVE COVERINGS AT WALLS, PROJECTIONS,JAMBS, SILLS,AND SOFFITS OF B. HARDWOOD LUMBER: MAXIMUM MOISTURE CONTENT OF 6 PERCENT;WITH VERTICAL GRAIN, ACCEPTOR REJECT REQUEST. OF QUALITY SUITABLE FOR TRANSPARENT FINISH. B. INTERIOR DOOR FRAMES, NON-FIRE-RATED: KNOCKDOWN TYPE. OPENINGS. PART 1 GENERAL 1.GRADE:COMPLY WITH FRAME REQUIREMENTS IN ANSI A250.8-SDI-100; LEVEL 1 - 4 04.26.17 PLANNING CMNTS 3.2 TRANSPORTATION AND HANDLING E. PROTECT FINISHED FLOORS,STAIRS,AND OTHER SURFACES FROM TRAFFIC, DIRT,WEAR, 2.4 FABRICATION A.COORDINATE SCHEDULE OF PRODUCT DELIVERY TO DESIGNATED PREPARED AREAS IN 1.1 NOT USED A.SHOP ASSEMBLE WORK FOR DELIVERY TO SITE,PERMITTING PASSAGE THROUGH BUILDING STANDARD-DUTY, 18 GAGE,0.042 INCH, MINIMUM FRAME STEEL THICKNESS. 3 04.17.17 CLARIFICATION DAMAGE,OR MOVEMENT OF HEAVY OBJECTS, BY PROTECTING WITH DURABLE SHEET 2. FINISH:FACTORY PRIMED, FOR FIELD FINISHING. ORDER TO MINIMIZE SITE STORAGE TIME AND POTENTIAL DAMAGE TO STORED MATERIALS. OPENINGS. 2 04.12.17 HEALTH COMMENTS B. MATERIALS. PART 2 PRODUCTS 2.3 ACCESSORY MATERIALS IN TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S F.O PROHIBIT TRAFFIC SS STORAGE UPON WATERPROOFED O ROOFED SURFACES. IF TRAFFIC 2.1 REINFORCEMENT B.WHEN NECESSARY E CUT AND FIT ON SITE, PROVIDE MATERIALS WITH AMPLE ALLOWANCE A.SILENCERS: RESILIENT RUBBER, FITTED INTO DRILLED HOLE;3 ON STRIKE SIDE OF SINGLE 1 04.12.17 PERMIT COMMENTS INSTRUCTIONS. FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING. OR ACTIVITY IS NECESSARY,OBTAIN RECOMMENDATIONS FOR PROTECTION FROM A. REINFORCING STEEL:ASTM A615/A615M GRADE 60(420). DOOR. 03.07.17 PERMIT SUBMIT C.TRANSPORT MATERIALS IN COVERED TRUCKS TO PREVENT CONTAMINATION OF PRODUCT WATERPROOFING OR ROOFING MATERIAL MANUFACTURER. B. STEEL WELDED WIRE REINFORCEMENT(WWR):GALVANIZED, PLAIN TYPE,ASTM 2.4 FINISH MATERIALS AND LITTERING OF SURROUNDING AREAS. PART 3 EXECUTION 03.02.17 OWNER REVIEW G. REMOVE PROTECTIVE COVERINGS WHEN NO LONGER NEEDED; REUSE OR RECYCLE A1064/A1064M. A. PRIMER:RUST-INHIBITING,COMPLYING WITH ANSI A250.10,DOOR MANUFACTURER'S D. PROMPTLY INSPECT SHIPMENTS TO ENSURE THAT PRODUCTS COMPLY WITH PLASTIC COVERINGS IF POSSIBLE. 3.1 INSTALLATION NO DATE REMARKS REQUIREMENTS,QUANTITIES ARE CORRECT,AND PRODUCTS ARE UNDAMAGED. 2.2 CONCRETE MATERIALS A. INSTALL WORK IN ACCORDANCE WITH AWI/AWMACAM(AWS)REQUIREMENTS FOR GRADE STANDARD. 3.7 ADJUSTING A.CEMENT:ASTM C150,TYPE I-NORMAL PORTLAND TYPE. E.PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT A.ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH AND UNHINDERED INDICATED. REVISIONS B. FINE AND COARSE AGGREGATES:ASTM C 33. PART 3 EXECUTION SOILING,DISFIGUREMENT,OR DAMAGE. B.SET AND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUMB AND LEVEL. OPERATION. 2.3 ACCESSORY MATERIALS 3.1 INSTALLATION F.ARRANGE FOR THE RETURN OF PACKING MATERIALS, SUCH AS WOOD PALLETS,WHERE C.CAREFULLY SCRIBE WORK ABUTTING OTHER COMPONENTS,WITH MAXIMUM GAPS OF 1/32 3.8 FINAL CLEANING A. UNDERSLAB VAPOR RETARDER: MULTI-LAYER, FABRIC-,CORD-,GRID-,OR A.INSTALL FRAMES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ECONOMICALLY FEASIBLE. INCH. DO NOT USE ADDITIONAL OVERLAY TRIM TO CONCEAL LARGER GAPS. A. USE CLEANING MATERIALS THAT ARE NONHAZARDOUS. ALUMINUM-REINFORCED POLYETHYLENE OR EQUIVALENT,COMPLYING WITH ASTM E1745, RECOMMENDATIONS AND AS FOLLOWS. 3.3 STORAGE AND PROTECTION 3.2 TOLERANCES B.CLEAN INTERIOR AND EXTERIOR GLASS,SURFACES EXPOSED TO VIEW; REMOVE CLASS A;STATED BY MANUFACTURER AS SUITABLE FOR INSTALLATION IN CONTACT WITH SOIL B. COORDINATE FRAME ANCHOR PLACEMENT WITH WALL CONSTRUCTION. B.MAXIMUM OFFSET FROM TRUE ALIGNMENT WITH ABUTTING MATERIALS: 1/32 INCH. A.DESIGNATE RECEIVING/STORAGE AREAS FOR INCOMING PRODUCTS SO THAT THEY ARE TEMPORARY LABELS,STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY OR GRANULAR FILL UNDER CONCRETE SLABS.THE USE OF SINGLE PLY POLYETHYLENE IS A.MAXIMUM VARIATION FROM TRUE POSITION: INCH. C. COORDINATE INSTALLATION OF HARDWARE. DELIVERED ACCORDING TO INSTALLATION SCHEDULE AND PLACED CONVENIENT TO WORK SURFACES,VACUUM CARPETED AND SOFT SURFACES. PROHIBITED. WITH 3.2 TOLERANCES AREA IN ORDER TO MINIMIZE WASTE DUE TO EXCESSIVE MATERIALS HANDLING AND C. REMOVE ALL LABELS THAT ARE NOT PERMANENT. DO NOT PAINT OR OTHERWISE COVER 1.ACCESSORY PRODUCTS:VAPOR RETARDER MANUFACTURER'S RECOMMENDED TAPE, END OF SECTION A.MAXIMUM DIAGONAL DISTORTION: 1/16 INCH MEASURED WITH STRAIGHT EDGES, CROSSED MISAPPLICATION. FIRE TEST LABELS OR NAMEPLATES ON MECHANICAL AND ELECTRICAL EQUIPMENT. ADHESIVE, MASTIC, PREFABRICATED BOOTS, ETC., FOR SEALING SEAMS AND CORNER TO CORNER. B.STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURERS'INSTRUCTIONS. D.CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS PENETRATIONS IN VAPOR RETARDER. C.STORE WITH SEALS AND LABELS INTACT AND LEGIBLE. APPROPRIATE TO THE SURFACE AND MATERIAL BEING CLEANED. 2.4 CONCRETE MIX DESIGN END OF SECTION D. STORE SENSITIVE PRODUCTS IN WEATHER TIGHT,CLIMATE CONTROLLED, ENCLOSURES IN E.CLEAN FILTERS OF OPERATING EQUIPMENT. A. NORMAL WEIGHT CONCRETE: AN ENVIRONMENT FAVORABLE TO PRODUCT. F. CLEAN DEBRIS FROM ROOFS,GUTTERS, DOWNSPOUTS,AND DRAINAGE SYSTEMS. 1.COMPRESSIVE STRENGTH,WHEN TESTED IN ACCORDANCE WITH ASTM C39/C39M AT 28 E.FOR EXTERIOR STORAGE OF FABRICATED PRODUCTS, PLACE ON SLOPED SUPPORTS ABOVE G.CLEAN SITE;SWEEP PAVED AREAS, RAKE CLEAN LANDSCAPED SURFACES. DAYS:3,000 POUNDS PER SQUARE INCH. GROUND. H. REMOVE WASTE,SURPLUS MATERIALS,TRASH/RUBBISH,AND CONSTRUCTION FACILITIES F.COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET COVERING. FROM THE SITE; DISPOSE OF IN LEGAL MANNER; DO NOT BURN OR BURY. PART 3 EXECUTION PROVIDE VENTILATION TO PREVENT CONDENSATION AND DEGRADATION OF PRODUCTS. 3.9 CLOSEOUT PROCEDURES 3.1 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS G. PREVENT CONTACT WITH MATERIAL THAT MAY CAUSE CORROSION, DISCOLORATION,OR A. MAKE SUBMITTALS THAT ARE REQUIRED BY GOVERNING OR OTHER AUTHORITIES. A.COMPLY WITH REQUIREMENTS OF ACI 301. CLEAN REINFORCEMENT OF LOOSE RUST AND STAINING. B. NOTIFY ARCHITECT/ENGINEER WHEN WORK IS CONSIDERED READY FOR SUBSTANTIAL MILL SCALE,AND ACCURATELY POSITION, SUPPORT,AND SECURE IN PLACE TO ACHIEVE NOT H. PROVIDE EQUIPMENT AND PERSONNEL TO STORE PRODUCTS BY METHODS TO PREVENT COMPLETION. LESS THAN MINIMUM CONCRETE COVERAGE REQUIRED FOR PROTECTION. SOILING, DISFIGUREMENT,OR DAMAGE. C. SUBMIT WRITTEN CERTIFICATION THAT CONTRACT DOCUMENTS HAVE BEEN REVIEWED, B. INSTALL WELDED WIRE REINFORCEMENT IN MAXIMUM POSSIBLE LENGTHS,AND OFFSET END I.ARRANGE STORAGE OF PRODUCTS TO PERMIT ACCESS FOR INSPECTION. PERIODICALLY WORK HAS BEEN INSPECTED,AND THAT WORK IS COMPLETE IN ACCORDANCE WITH CONTRACT LAPS IN BOTH DIRECTIONS. SPLICE LAPS WITH TIE WIRE. INSPECT TO VERIFY PRODUCTS ARE UNDAMAGED AND ARE MAINTAINED IN ACCEPTABLE DOCUMENTS AND READY FOR ARCHITECT/ENGINEER'S REVIEW. 3.2 PLACING CONCRETE CONDITION. D. CORRECT ITEMS OF WORK LISTED IN EXECUTED CERTIFICATES OF SUBSTANTIAL A. PLACE CONCRETE IN ACCORDANCE WITH ACI 304R. ING END OF SECTION COMPLETION AND COMPLY WITH REQUIREMENTS FOR ACCESS TOOWNER-OCCUPIEDAREAS. 3.3 CONA.CONCRETECRETE HSLABS: FINISH TO REQUIREMENTS OF ACI 302.1 R,AND AS FOLLOWS: I £1 kt [7 E.NOTIFY ARCHITECT/ENGINEER WHEN WORK IS CONSIDERED FINALLY COMPLETE. F.COMPLETE ITEMS OF WORK DETERMINED BY ARCHITECT/ENGINEER'S FINAL INSPECTION. 1.SURFACES TO RECEIVE THICK FLOOR COVERINGS:"WOOD FLOAT'AS DESCRIBED IN ACI JUICE BAR 302.1 R;THICK FLOOR COVERINGS INCLUDE QUARRY TILE, CERAMIC TILE,AND TERRAZZO END OF SECTION WITH FULL BED SETTING SYSTEM. 2. OTHER SURFACES TO BE LEFT EXPOSED: "STEEL TROWEL"AS DESCRIBED IN ACI 302.1 R, MINIMIZING BURNISH MARKS AND OTHER APPEARANCE DEFECTS. HARBOR VIEW HILLS 3.4 CURING AND PROTECTION 1620 SAN MIGUEL DR A.COMPLY WITH REQUIREMENTS OF ACI 308R. IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES,AND NEWPORT BEACH, CA MECHANICAL INJURY. B. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF PROJECT NO: 2016.0455 CONCRETE. DATE: 02.16.2017 END OF SECTION A701 SPECIFICATIONS CHECKED: JS DRAWN: KE/KCP PA2017-089 DAVID BOYCE DIVISION 08 DIVISION 09 ARCHrMCT OPENINGS FINISHES 087100 0921 16 09 51 00 09 90 00 083815 DOOR HARDWARE GYPSUM BOARD ASSEMBLIES ACOUSTICAL CEILINGS PAINTING AND COATING DOUBLE-ACTING TRAFFIC DOOR PART 1 GENERAL PART 1 GENERAL PART 1 GENERAL PART 1 GENERAL PART 1 GENERAL 1.1 NOT USED 1.1 NOT USED 1.1 NOT USED 1.1 NOT USED 1.1 NOT USED PART 2 PRODUCTS PART 2 PRODUCTS PART 2 PRODUCTS PART 2 PRODUCTS PART 2 PRODUCTS 2.1 DOOR HARDWARE-GENERAL 2.1 GYPSUM BOARD ASSEMBLIES 2.1 ACOUSTICAL UNITS 2.1 MANUFACTURERS 2.1 RIGID AND SEMI-RIGID TRAFFIC DOORS A.PROVIDE ALL HARDWARE SPECIFIED OR REQUIRED TO MAKE DOORS FULLY FUNCTIONAL, A.PROVIDE COMPLETED ASSEMBLIES COMPLYING WITH ASTM C840 AND GA-216. A.ACOUSTICAL UNITS-GENERAL:ASTM E1264,CLASS A. A.PROVIDE ALL PAINT AND COATING PRODUCTS USED IN ANY INDIVIDUAL SYSTEM FROM THE A.WOOD CORE DOUBLE-ACTING TRAFFIC DOORS:WOOD CORE LAMINATED WITH FINISH FACES COMPLIANT WITH APPLICABLE CODES,AND SECURE TO THE EXTENT INDICATED. 2.2 METAL FRAMING MATERIALS B.AS SPECIFIED IN MATERIAL FINISH LEGEND ON A3-02. SAME MANUFACTURER; NO EXCEPTIONS. BOTH SIDES,EDGES SEALED OR TRIMMED. 604 COURTLAND STREET B. PROVIDE PRODUCTS THAT COMPLY WITH THE FOLLOWING: A. NON-LOADBEARING FRAMING SYSTEM COMPONENTS:ASTM C645;GALVANIZED SHEET STEEL, 2.2 SUSPENSION SYSTEM(S) B. PROVIDE ALL PAINT AND COATING PRODUCTS FROM THE SAME MANUFACTURER TO THE 1.CORE:SOLID ORIENTED STRAND BOARD; 3/4 INCHES THICK. 80. INTERLOCKING COMPONENTS,WITH STABILIZER BARS,CLIPS,SPLICES, PERIMETER MOLDINGS, C. PAINTS: 3. FACES:STAINLESS STEEL,TYPE 304,WITH N0.4 BRUSHED SATIN FINISH;.18 GAGE,0.0500 OF SIZE AND PROPERTIES NECESSARY TO COMPLY WITH ASTM C754 FOR THE SPACING A.SUSPENSION SYSTEMS-GENERAL:COMPLYING WITH ASTM C635/C635M; DIE CUT AND GREATEST EXTENT POSSIBLE. 2. FINISH:SAME FINISH BOTH SIDES. SUITE 100 2. FIRE-RATED DOORS: NFPA 8 1.APPLICABLE PROVISIONS FEDERAL,STATE,AND LOCAL CODES. INDICATED,WITH MAXIMUM DEFLECTION OF WALL FRAMING OF U240 AT 5 PSF. ORLANDO, FLORIDA 32804 3.ALL HARDWARE ON FIRE-RATED DOORS: LISTED AND CLASSIFIED BY UL AS SUITABLE 1.STUDS:"C"SHAPED WITH FLAT OR FORMED WEBS WITH KNURLED FACES. AND HOLD DOWN CLIPS AS REQUIRED. 1. GLIDDEN PROFESSIONAL,A PRODUCT OF PPG ARCHITECTURAL COATINGS: INCH MINIMUM BASE METAL THICKNESS. PH 407.645.5008 FOR THE PURPOSE SPECIFIED AND INDICATED. 2. RUNNERS: U SHAPED,SIZED TO MATCH STUDS. 2.3 ACCESSORIES WWW.GLIDDENPROFESSIONAL.COM. 4.EDGE TRIM:TYPE 304 STAINLESS STEEL WRAP-AROUND CHANNEL TRIM APPLIED OVER FX 407.629.9124 C. FINISHES:ALL DOOR HARDWARE THE SAME FINISH UNLESS OTHERWISE INDICATED, 3. CEILING CHANNELS:C SHAPED. A.SUPPORT CHANNELS AND HANGERS:GALVANIZED STEEL;SIZE AND TYPE TO SUIT 2. PPG ARCHITECTURAL FINISHES, INC:WWW.PPGAF.COM. FINISH FACES. 1. PRIMARY FINISH:SATIN CHROME PLATED OVER NICKEL ON BRASS OR BRONZE,626 4. FURRING: HAT-SHAPED SECTIONS,MINIMUM DEPTH OF 7/8 INCH. APPLICATION, SEISMIC REQUIREMENTS,AND CEILING SYSTEM FLATNESS REQUIREMENT 3. SHERWIN-WILLIAMS COMPANY:WWW.SHERWIN-WILLIAMS.COM. S. DOOR ASSEMBLIES: PROVIDE DOUBLE-ACTING,SELF-CLOSING PAIRS OF DOORS; FACTORY 2.3 BOARD MATERIALS (APPROX US26D}. SPECIFIED, 4. DUNN EDWARDS:WWW.DUNNEDWARDS.COM. FABRICATED AND FINISHED,COMPLETE WITH HINGES AND SPECIFIED ACCESSORIES. SEAL: 2. FINISH DEFINITIONS:BHMA A156.18. A.GYPSUM WALLBOARD: PAPER-FACED GYPSUM PANELS AS DEFINED IN ASTM C1396/C1396M; D.TRANSPARENT FINISHES: 1. DOOR SWING:MINIMUM OF 120 DEGREES EACH DIRECTION. TED000MIS'NOT FOR CONSTRUCTION'MO 3. EXCEPTIONS: SIZES TO MINIMIZE JOINTS IN PLACE; ENDS SQUARE CUT. PART 3 EXECUTION 1. BASE MANUFACTURER:SEE SECTION 09 93 00. 2. HINGES:V-CAM GRAVITY HINGES AT TOP AND PIVOTS AT BOTTOM;MOUNTED ON TRAeMMIS01s0'OOBaU ITUHAHUHAMCO¢N. A.WHERE BASE METAL IS SPECIFIED TO BE DIFFERENT, PROVIDE FINISH THAT IS AN 1.APPLICATION: USE FOR VERTICAL SURFACES AND CEILINGS, UNLESS OTHERWISE 3.1 INSTALLATION -SUSPENSION SYSTEM E. PRIMER SEALERS:SAME MANUFACTURER AS TOP COATS. BOTTOM OF HEADER AND ON TOP OF FLOOR; MAXIMUM RISE 1-1/2 INCHES;VERTICAL AND APPEARANCE EQUIVALENT ACCORDING TO BHMA A156.18. INDICATED. A.INSTALL SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C636/C636M,ASTM E580/E580M, F. BLOCK FILLERS: SAME MANUFACTURER AS TOP COATS. HORIZONTAL ADJUSTMENT IN THE FIELD;MANUFACTURER'S STANDARD LOWER HINGE B. HINGES FOR FIRE-RATED DOORS:STEEL BASE METAL WITH PAINTED FINISH. 2. MOLD RESISTANCE: SCORE OF 10,WHEN TESTED IN ACCORDANCE WITH ASTM D3273. AND MANUFACTURER'S INSTRUCTIONS AND AS SUPPLEMENTED IN THIS SECTION. 2.2 PAINTS AND COATINGS-GENERAL GUARDS. t� 2.2 HINGES 3.THICKNESS: B. RIGIDLY SECURE SYSTEM, INCLUDING INTEGRAL MECHANICAL AND ELECTRICAL A. PAINTS AND COATINGS: READY MIXED, UNLESS INTENDED TO BE A FIELD-CATALYZED 3.VIEW WINDOWS:PROVIDE VIEW WINDOW IN EACH DOOR PANEL UNLESS OTHERWISE A. HINGES: PROVIDE HINGES ON EVERY SWINGING DOOR. A.VERTICAL SURFACES:5/8 INCH. COMPONENTS, FOR MAXIMUM DEFLECTION OF 1:360. COATING. INDICATED,CENTERED IN DOOR WIDTH,AND 48 INCHES, MAXIMUM, FROM FINISH FLOOR TO B. BACKING BOARD FOR WET AREAS: ONE OF THE FOLLOWING PRODUCTS: C. INSTALL AFTER MAJOR ABOVE-CEILING WORK IS COMPLETE.COORDINATE THE LOCATION OF 1. PROVIDE PAINTS AND COATINGS OF A SOFT PASTE CONSISTENCY,CAPABLE OF BEING BOTTOM OF VIEWING AREA Q C� 1. PROVIDE FIVE-KNUCKLE FULL MORTISE BUTT HINGES UNLESS OTHERWISE INDICATED. � � 2. PROVIDE BALL-BEARING HINGES AT ALL DOORS HAVING CLOSERS. 1.APPLICATION:SURFACES BEHIND TILE IN WET AREAS INCLUDING TILE AND HANGERS WITH OTHER WORK. READILY AND UNIFORMLY DISPERSED TO A HOMOGENEOUS COATING,WITH GOOD FLOW C.VIEW WINDOWS:FACTORY INSTALLED GLAZING,STANDARD SIZE, IN MOLDED OR EXTRUDED U o N 3. PROVIDE HINGES IN THE QUANTITIES INDICATED. FRP PANEL LOCATIONS. D. HANG SUSPENSION SYSTEM INDEPENDENT OF WALLS,COLUMNS, DUCTS, PIPES AND AND BRUSHING PROPERTIES,AND CAPABLE OF DRYING OR CURING FREE OF STREAKS OR BLACK THERMOPLASTIC OR RUBBER GASKET;CENTERED IN DOOR WIDTH; USE SINGLE GLAZING cr (0 N c.o w 4. PROVIDE NON-REMOVABLE PINS ON EXTERIOR OUTSWINGING DOORS. 2. GLASS MAT FACED BOARD:COATED GLASS MAT WATER-RESISTANT GYPSUM CONDUIT.WHERE CARRYING MEMBERS ARE SPLICED,AVOID VISIBLE DISPLACEMENT OF FACE SAGS. UNLESS OTHERWISE INDICATED. C O N m rc U- 2.3 LOCKS AND LATCHES BACKING PANEL AS DEFINED IN ASTM C1178/C1178M. PLANE OF ADJACENT MEMBERS. 2. SUPPLY EACH COATING MATERIAL IN QUANTITY REQUIRED TO COMPLETE ENTIRE 2.2 ACCESSORY COMPONENTS p U A. LOCKS:PROVIDE A LOCK FOR EVERY DOOR, UNLESS SPECIFICALLY INDICATED AS NOT 2.4 ACCESSORIES E.WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGERS, PROJECT'S WORK FROM A SINGLE PRODUCTION RUN. A.FRAMES: PROVIDE 16 GAGE STAINLESS STEEL,CASED OPENING FRAME. FINISH TO MATCH REQUIRING LOCKING. FA.JOINT MATERIALS:ASTM OR PROJECT CONDITIONS C475 AND AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER REINFORCE THE NEAREST AFFECTED HANGERS AND RELATED CARRYING CHANNELS TO SPAN 3. DO NOT REDUCE,THIN,OR DILUTE COATINGS OR ADD MATERIALS TO COATINGS UNLESS DOOR. 1. HARDWARE SETS INDICATE LOCKING FUNCTIONS REQUIRED FOR EACH DOOR. THE EXTRA DISTANCE. SUCH PROCEDURE IS SPECIFICALLY DESCRIBED IN MANUFACTURER'S PRODUCT B.PROVIDE TAMPER PROOF FASTENERS AND OTHER HARDWARE AS RECOMMENDED BY 2. IF NO HARDWARE SET IS INDICATED FOR A SWINGING DOOR PROVIDE AN OFFICE B.SCREWS FOR ATTACHMENT TO STEEL MEMBERS LESS THAN 0.03 INCH IN THICKNESS,TO F. DO NOT SUPPORT COMPONENTS ON MAIN RUNNERS OR CROSS RUNNERS IF WEIGHT CAUSES INSTRUCTIONS. MANUFACTURER FOR COMPLETE INSTALLATION. LOCKSET. WOOD MEMBERS,AND TO GYPSUM BOARD:ASTM C1002; SELF-PIERCING TAPPING TYPE; TOTAL DEAD LOAD TO EXCEED DEFLECTION CAPABILITY. B. PRIMERS:WHERE THE MANUFACTURER OFFERS OPTIONS ON PRIMERS FOR A PARTICULAR 3.TRIM: PROVIDE LEVER HANDLE OR PULL TRIM ON OUTSIDE OF ALL LOCKS UNLESS CADMIUM-PLATED FOR EXTERIOR LOCATIONS. G.SUPPORT FIXTURE LOADS USING SUPPLEMENTARY HANGERS LOCATED WITHIN 6 INCHES OF SUBSTRATE, USE PRIMER CATEGORIZED AS"BEST'BY THE MANUFACTURER. PART 3 EXECUTION SPECIFICALLY STATED TO HAVE NO OUTSIDE TRIM. C.SCREWS FOR ATTACHMENT TO STEEL MEMBERS FROM 0.033 TO 0.112 INCH IN THICKNESS: EACH CORNER,OR SUPPORT COMPONENTS INDEPENDENTLY. C.VOLATILE ORGANIC COMPOUND(VOC)CONTENT: 3.1 INSTALLATION 4. LOCK CYLINDERS: PROVIDE KEY ACCESS ON OUTSIDE OF ALL LOCKS UNLESS ASTM C954;STEEL DRILL SCREWS FOR APPLICATION OF GYPSUM BOARD TO LOADBEARING H. DO NOT ECCENTRICALLY LOAD SYSTEM OR INDUCE ROTATION OF RUNNERS. 1. PROVIDE COATINGS THAT COMPLY WITH THE MOST STRINGENT REQUIREMENTS A. INSTALL DOORS WITH CLEARANCES, ANCHORS, HARDWARE,AND ACCESSORIES ACCORDING SPECIFICALLY STATED TO HAVE NO LOCKING OR NO OUTSIDE TRIM. STEEL STUDS. 3.2 INSTALLATION-ACOUSTICAL UNITS SPECIFIED IN THE FOLLOWING: TO THE MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED. B.LOCK CYLINDERS: MANUFACTURER'fS STANDARD TUMBLER TYPE,SIX-PIN STANDARD CORE. A.INSTALL ACOUSTICAL UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A.40 CFR 59,SUBPART D--NATIONAL VOLATILE ORGANIC COMPOUND EMISSION B.INSTALL DOORS PLUMB, LEVEL,AND PROPERLY ALIGNED. C. KEYING: MASTER KEYED. PART 3 EXECUTION B. FIT ACOUSTICAL UNITS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS STANDARDS FOR ARCHITECTURAL COATINGS. D. LATCHES: PROVIDE A LATCH FOR EVERY DOOR THAT IS NOT REQUIRED TO LOCK, UNLESS 3.1 EXAMINATION DETRIMENTAL TO APPEARANCE AND FUNCTION. 2. DETERMINATION OF VOC CONTENT:TESTING AND CALCULATION IN ACCORDANCE WITH END OF SECTION - SPECIFICALLY INDICATED"PUSH/PULL"OR"NOT REQUIRED TO LATCH". A.VERIFY THAT PROJECT CONDITIONS ARE APPROPRIATE FOR WORK OF THIS SECTION TO C. FIT BORDER TRIM NEATLY AGAINST ABUTTING SURFACES. 40 CFR 59,SUBPART D(EPA METHOD 24), EXCLUSIVE OF COLORANTS ADDED TO A TINT COMMENCE. D. INSTALL UNITS AFTER ABOVE-CEILING WORK IS COMPLETE. BASE AND WATER ADDED AT PROJECT SITE;OR OTHER METHOD ACCEPTABLE TO PART 3 EXECUTION 3.2 FRAMING INSTALLATION E.INSTALL ACOUSTICAL UNITS LEVEL, IN UNIFORM PLANE,AND FREE FROM TWIST,WARP,AND AUTHORITIES HAVING JURISDICTION. A. METAL FRAMING:INSTALL IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S 3.1 INSTALLATION - DENTS. D.COLORS:AS INDICATED ON DRAWINGS A. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND INSTRUCTIONS. F.CUTTING ACOUSTICAL UNITS: 1. EXTEND COLORS TO SURFACE EDGES;COLORS MAY CHANGE AT ANY EDGE AS APPLICABLE CODES. B.SUSPENDED CEILINGS AND SOFFITS: SPACE FRAMING AND FURRING MEMBERS AS INDICATED. 1. MAKE FIELD CUT EDGES OF SAME PROFILE AS FACTORY EDGES. DIRECTED BY ARCHITECT/ENGINEER. B. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. C.STUDS: SPACE STUDS AS PERMITTED BY STANDARD. 2. IN FINISHED AREAS, FINISH PIPES, DUCTS,CONDUIT,AND EQUIPMENT THE SAME COLOR C.INSTALL HARDWARE ON FIRE-RATED DOORS AND FRAMES IN ACCORDANCE WITH CODE AND 1. EXTEND PARTITION FRAMING TO STRUCTURE WHERE INDICATED AND TO CEILING IN END OF SECTION AS THE WALUCEILING THEY ARE MOUNTED ON/UNDER. NFPA 80. OTHER LOCATIONS. 3.2 ADJUSTING 2. PARTITIONS TERMINATING AT CEILING:ATTACH CEILING RUNNER SECURELY TO CEILING PART 3 EXECUTION A.ADJUST HARDWARE FOR SMOOTH OPERATION. TRACK IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.1 PREPARATION 3.3 BOARD INSTALLATION A.CLEAN SURFACES THOROUGHLY AND CORRECT DEFECTS PRIOR TO COATING APPLICATION. END OF SECTION A.COMPLY WITH ASTM C 840,GA-216,AND MANUFACTURER'S INSTRUCTIONS. INSTALL TO B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR MINIMIZE BUTT END JOINTS, ESPECIALLY IN HIGHLY VISIBLE LOCATIONS. 09 77 33 ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 3.4 JOINT TREATMENT GLASS FIBER REINFORCED PLASTIC PANELS C. REMOVE OR MASK SURFACE APPURTENANCES, INCLUDING ELECTRICAL PLATES, HARDWARE, A.FINISH GYPSUM BOARD IN ACCORDANCE WITH LEVELS DEFINED IN ASTM C840,AS FOLLOWS: LIGHT FIXTURE TRIM,ESCUTCHEONS,AND FITTINGS, PRIOR TO PREPARING SURFACES OR 1. LEVEL 4:WALLS AND CEILINGS TO RECEIVE PAINT FINISH OR WALL COVERINGS,UNLESS PART 1 GENERAL FINISHING. OTHERWISE INDICATED. 1.1 NOT USED D.SEAL SURFACES THAT MIGHT CAUSE BLEED THROUGH OR STAINING OF TOPCOAT. 2. LEVEL 1: FIRE RATED WALL AREAS ABOVE FINISHED CEILINGS,WHETHER OR NOT E.REMOVE MILDEW FROM IMPERVIOUS SURFACES BY SCRUBBING WITH SOLUTION OF ACCESSIBLE IN THE COMPLETED CONSTRUCTION. PART 2 PRODUCTS TETRA-SODIUM PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW SURFACE TO B.TAPE,FILL,AND SAND EXPOSED JOINTS, EDGES,AND CORNERS TO PRODUCE SMOOTH 2.1 PANEL SYSTEMS DRY. SURFACE READY TO RECEIVE FINISHES. A.WALL PANELS: F.INTERIOR WOOD SURFACES TO RECEIVE TRANSPARENT FINISH:WIPE OFF DUST AND GRIT 1. FEATHER COATS OF JOINT COMPOUND SO THAT CAMBER IS MAXIMUM 1/32 INCH. 1.AS SPECIFIED IN MATERIAL FINISH LEGEND ON A3-02. PRIOR TO SEALING, SEAL KNOTS, PITCH STREAKS,AND SAPPY SECTIONS WITH SEALER. FILL NAIL 2. PANEL SIZE:4 BY 10 FEET HOLES AND CRACKS AFTER SEALER HAS DRIED;SAND LIGHTLY BETWEEN COATS.PRIME END OF SECTION 3. PANEL THICKNESS:0.075 INCH(1.9 MM). CONCEALED SURFACES WITH GLOSS VARNISH REDUCED 25 PERCENT WITH THINNER. 4.ATTACHMENT METHOD:ADHESIVE ONLY, SEALANT JOINTS, NO TRIM. 3.2 APPLICATION 2.2 MATERIALS A.APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A. PANELS:GLASS FIBER REINFORCED PLASTIC,COMPLYING WITH ASTM D5319. B. DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY.ALLOW APPLIED COATS TO DRY 1.SURFACE BURNING CHARACTERISTICS: FLAME SPREAD INDEX OF 25,MAXIMUM;SMOKE BEFORE NEXT COAT IS APPLIED. DEVELOPED INDEX OF 450, MAXIMUM;WHEN WHOLE SYSTEM IS TESTED IN ACCORDANCE WITH C.APPLY EACH COAT TO UNIFORM APPEARANCE. 09 30 00 ASTM E84. D.SAND WOOD AND METAL SURFACES LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH. TILING B.ADHESIVE:TYPE RECOMMENDED BY PANEL MANUFACTURER. E.VACUUM CLEAN SURFACES OF LOOSE PARTICLES. USE TACK CLOTH TO REMOVE DUST AND C.SEALANT:TYPE RECOMMENDED BY PANEL MANUFACTURER;WHITE. PARTICLES JUST PRIOR TO APPLYING NEXT COAT. PART 1 GENERAL D.MOLDINGS,TRIM AND CAPS:ONE-PIECE EXTRUDED POLYPROPYLENE OR PVC,CONFIGURED F.WOOD TO RECEIVE TRANSPARENT FINISHES:TINT FILLERS TO MATCH WOOD.WORK FILLERS 1.1 NOT USED TO COVER PANEL EDGES AND CORNERS. INTO THE GRAIN BEFORE SET.WIPE EXCESS FROM SURFACE. G. REINSTALL ELECTRICAL COVER PLATES, HARDWARE,LIGHT FIXTURE TRIM, ESCUTCHEONS, PART 2 PRODUCTS PART 3 EXECUTION AND FITTINGS REMOVED PRIOR TO FINISHING. 2.1 TILE 3.1 INSTALLATION-WALLS A.MANUFACTURERS:AS SPECIFIED IN MATERIAL FINISH LEGEND ON A3-02. A.INSTALL PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. END OF SECTION 1.SUBSTITUTIONS:SEE SECTION 0160 00-PRODUCT REQUIREMENTS. B.CUT AND DRILL PANELS WITH CARBIDE TIPPED SAW BLADES OR DRILL BITS,OR CUT WITH B.CERAMIC MOSAIC TILE:ANSI A137.1 SNIPS. 1.COLOR(S):AS SHOWN ON DRAWINGS. C.APPLY ADHESIVE TO THE BACK SIDE OF THE PANEL USING TROWEL RECOMMENDED BY C.GLAZED WALL TILE:ANSI A137.1 ADHESIVE MANUFACTURER. 1.COLOR(S):AS SCHEDULED. D.APPLY PANELS TO WALL WITH SEAMS PLUMB AND PATTERN ALIGNED WITH ADJOINING D. NATURAL STONE TILE: PANELS. 09 93 00 1.COLOR(S):AS SCHEDULED. E.INSTALL PANELS WITH MANUFACTURER'S RECOMMENDED GAP FOR PANEL FIELD AND STAINING AND TRANSPARENT FINISHING 2.2 TRIM AND ACCESSORIES CORNER JOINTS. A.TRIM: SATIN NATURAL ANODIZED EXTRUDED ALUMINUM,STYLE AND DIMENSIONS TO SUIT F.SEAL GAPS AT FLOOR,CEILING,AND BETWEEN PANELS WITH SPECIFIED SEALANT TO PART 1 GENERAL APPLICATION, FOR SETTING USING TILE MORTAR OR ADHESIVE. PREVENT MOISTURE INTRUSION. 1.1 NOT USED 2.3 SETTING MATERIALS G. REMOVE EXCESS SEALANT AS PANELING IS INSTALLED. A. PROVIDE SETTING MATERIALS MADE BY THE SAME MANUFACTURER AS GROUT. PART 2 PRODUCTS B. LATEX-PORTLAND CEMENT MORTAR BOND COAT:ANSI A118.4. END OF SECTION 2.1 MANUFACTURERS 2.4 GROUTS A. BASE MANUFACTURER: A. POLYMER MODIFIED GROUT:ANSI A118.7 POLYMER MODIFIED CEMENT GROUT. 1. PRATT&LAMBERT PAINTS:WWW.PRATTANDLAMBERT.COM. 4 04.26.17 PLANNING CMNTS 1.APPLICATIONS: USE THIS TYPE OF GROUT WHERE INDICATED AND WHERE NO OTHER 2. DUNN EDWARDS:WWW.DUNNEDWARDS.COM. 3 04.17.17 CLARIFICATION TYPE OF GROUT IS INDICATED. 3. PRODUCTS OF OTHER MANUFACTURERS MAY BE USED UNDER CONDITIONS SPECIFIED 2 04.12.17 HEALTH COMMENTS 2. USE SANDED GROUT FOR JOINTS 1/8 INCH WIDE AND LARGER; USE UNSANDED GROUT IN SECTION 09 90 00, FOR JOINTS LESS THAN 1/8 INCH WIDE. B.SANDING SEALERS:WHERE THE MANUFACTURER OFFERS OPTIONS ON PRIMERS FOR A 1 04.12.17 PERMIT COMMENTS . 2.5 THIN-SET ACCESSORY MATERIALS PARTICULAR SUBSTRATE, USE PRIMER CATEGORIZED AS"BEST'BY THE MANUFACTURER. 03.07.17 PERMIT SUBMIT A.CONCRETE FLOOR SLAB CRACK ISOLATION MEMBRANE:MATERIAL COMPLYING WITH ANSI 2.2 INTERIOR TRANSPARENT FINISH SYSTEMS 03.02.17 OWNER REVIEW Al 18.12; NOT INTENDED AS WATERPROOFING. A. INTERIOR WOOD-NATURAL CLEAR FINISH: FOR ALL INTERIOR WOOD ITEMS UNLESS 1.THICKNESS:20 MILS, MAXIMUM. OTHERWISE INDICATED: NO DATE REMARKS 2. CRACK RESISTANCE: NO FAILURE AT 1/16 INCH GAP,MINIMUM, B. INTERIOR WOOD-ACRYLIC STAIN WITH CLEAR FINISH: FOR ALL INTERIOR WOOD ITEMS REVISIONS B. BACKER BOARD:COATED GLASS MAT TYPE COMPLYING WITH ASTM C1178/C1178M; INORGANIC UNLESS OTHERWISE INDICATED: FIBERGLASS MAT ON BOTH SURFACES AND INTEGRAL ACRYLIC COATING VAPOR RETARDER. C. MESH TAPE:2-INCH WIDE SELF-ADHESIVE FIBERGLASS MESH TAPE. PART 3 EXECUTION PART 3 EXECUTION (SEE SECTION 09 90 00) 3.1 INSTALLATION-GENERAL A. INSTALL TILE AND GROUT IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF ANSI END OF SECTION A108AA THRU A108.13, MANUFACTURER'S INSTRUCTIONS,AND TCNA(HB)RECOMMENDATIONS. B. LAY TILE TO PATTERN INDICATED. DO NOT INTERRUPT TILE PATTERN THROUGH OPENINGS. C.CUT AND FIT TILE TO PENETRATIONS THROUGH TILE, LEAVING SEALANT JOINT SPACE. FORM CORNERS AND BASES NEATLY.ALIGN FLOOR JOINTS. D. PLACE TILE JOINTS UNIFORM IN WIDTH,SUBJECT TO VARIANCE IN TOLERANCE ALLOWED IN TILE SIZE. MAKE GROUT JOINTS WITHOUT VOIDS,CRACKS,EXCESS MORTAR OR EXCESS GROUT, OR TOO LITTLE GROUT. E. FORM INTERNAL ANGLES SQUARE AND EXTERNAL ANGLES BULLNOSED. F. INSTALL NON-CERAMIC TRIM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. G. SOUND TILE AFTER SETTING. REPLACE HOLLOW SOUNDING UNITS. H. KEEP EXPANSION JOINTS FREE OF ADHESIVE OR GROUT.APPLY SEALANT TO JOINTS. I. PRIOR TO GROUTING,ALLOW INSTALLATION TO COMPLETELY CURE; MINIMUM OF 48 HOURS. J.GROUT TILE JOINTS. USE STANDARD GROUT UNLESS OTHERWISE INDICATED. K.APPLY SEALANT TO JUNCTION OF TILE AND DISSIMILAR MATERIALS AND JUNCTION OF DISSIMILAR PLANES. 3.2 INSTALLATION-FLOORS-THIN-SET METHODS Q '1 A.OVER INTERIOR CONCRETE SUBSTRATES, INSTALL IN ACCORDANCE WITH TCNA(HB)METHOD F113, DRY-SET OR LATEXPORTLAND CEMENT BOND COAT,WITH STANDARD GROUT, UNLESS OTHERWISE INDICATED. nekter 3.3 INSTALLATION-WALL TILE JUICE BARA.OVER COATED GLASS MAT BACKER BOARD ON STUDS, INSTALL IN ACCORDANCE WITH TCNA (HB)METHOD W245. END OF SECTION HARBOR VIEW HILLS 1620 SAN MIGUEL DR NEWPORT BEACH, CA PROJECT NO: 2016.0455 DATE: 02.16.2017 A702 SPECIFICATIONS CHECKED: JS DRAWN: KE/KCP PA2017-089 DAVID BBOY E HVAC ABBREVIATIONS HVAC GENERAL NOTES HVAC SYMBOLS LEGEND A AMPS AFF ABOVE FINISHED FLOOR 1. ALL DRAWINGS ARE CONCEPTUAL AND SCHEMATIC AND ARE 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PRIOR AMB AMBIENT INTENDED FOR USE AS A DESIGN/BUILD GUIDELINE. THE TO PURCHASING OR INSTALLING EQUIPMENT AND SYSTEMS LAI SUPPLY DUCT RISER BTU BRITISH THERMAL UNIT CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL FIELD INDICATED ON THE CONTRACT DOCUMENTS. PRIOR TO THE CFM CUBIC FEET PER MINUTE CONDITIONS AND ADJUSTING OR MODIFYING THE SPECIFIC SUBMITTAL THE CONTRACTOR SHALL VERIFY THAT ADEQUATE MIA RETURN DUCT RISER C.O. CLEAN OUT ELEMENTS OF THEIR WORK AS REQUIRED TO MEET THE SPACE EXIST FOR THE SUBMITTED EQUIPMENT. SHOP DIA DIAMETER DESIGN INTENT. THE CONTRACTORS ARE RESPONSIBLE FOR DRAWINGS MUST BE REVIEWED BY THE ENGINEER AND EXHAUST DUCT RISER EAT ENTERING AIR TEMPERATURE THE FOLLOWING: ARCHITECT. EDB ENTERING DRY BULB TEMPERATURE604 COURTLAND STREET EF EXHAUST FAN A COORDINATION WITH OTHER TRADES. 13. CONTRACTOR TO PROVIDE TENANT WITH AS-BUILT DRAWINGS 2-----I DUCT WITH END CAP SUITE 100 OF ALL CHANGES OR MODIFICATIONS MADE IN THE FIELD, ERTU EXISTING ROOF TOP UNIT FAN B PROVIDING ADDITIONAL DRAWINGS. TO THE ORIGINAL SET OF CONSTRUCTION DOCUMENTS, FORDUCT DROP DOWN/UP ORLANDO, FLORIDA 32804 ESP EXTERNAL STATIC PRESSURE CALCULATIONS AND OTHER DOCUMENTATION TURN-OVER TO THE ARCHITECT/ ENGINEER UPON PH 407.645.5008 EWB ENTERING WET BULB TEMPERATURE REQUIRED FOR THE BUILDING DEPARTMENT. COMPLETION OF THE PROJECT. PROVIDE ALL EQUIPMENT D RFX 407.629.9124 THE MECHANICAL CONTRACTOR SHALL SHOP DRAWINGS, INFORMATION ON CONTROL DEVICES, �� CHANGE OF ELEVATION 'F DEGREE FAHRENHEIT RISE (R) DROP (D) FLA FULL LOAD AMPS DOCUMENT THE INSTALLATION AND PROVIDE CONTROL WIRING DIAGRAMS AND OTHER PERTINENT SEAL: FPM FEET PER MINUTE ALL TESTS REQUIRED TO SUBSTANTIATE CODE INFORMATION AT COMPLETION OF PROJECT. TRANSITION T®SAAAAWN"NOT FOR CONSTRUCTION'AAIESS FT FOOT OR FEET COMPLIANCE AS REQUIRED BY THE BUILDING S T9ucrWllfNfflW8lWT AU9kUMlUW. G.C. GENERAL CONTRACTOR DEPARTMENT AND LOCAL INSPECTOR. 14. DUCT DIMENSIONS SHOWN ARE INSIDE NET DIMENSIONS, r CONTRACTOR SHALL SUBMIT FINAL AS-BUILT ADD TO SHEET METAL SIZE FOR INSULATION THICKNESS. MANUAL VOLUME DAMPER, HP HORSEPOWER DRAWINGS TO BUILDING DEPARTMENT FOR HOLD DUCTWORK TIGHT TO UNDERSIDE OF STRUCTURE SINGLE LEAF kW KILOWATT RECORD AT COMPLETION. UNLESS OTHERWISE NOTED OR REQUIRED BY FIELD SNE R b, c HZ HERTZ CONDITIONS. IT IS REQUIRED TO COORDINATE EXACT �� NS 2y N IN INCH 2. MECHANICAL PLANS ARE DIAGRAMMATIC IN NATURE, NOT MOUNTING HEIGHT IN FIELD WITH SITE INVESTIGATION. SHOWING EVERY ITEM IN EXACT LOCATION OR DETAIL. SUPPLY, RETURN, OUTSIDE AIR AND RELIEF AIR DUCTS MANUAL SPLITTER DAMPER LAT LEAVING AIR TEMPERATURE MEASUREMENTS AND LOCATIONS MUST BE FIELD VERIFIED SHALL BE SHEET METAL AND BE EXTERNALLY INSULATED w 0 o LOB LEAVING DRY BULB TEMPERATURE AND COORDINATED WITH ARCHITECTURAL, HVAC, FIRE WITH OWENS CORNING TYPE 150 2" THICK, FOIL FACED d b z ti LRA LOCKED ROTOR AMPS PROTECTION, STRUCTURAL, ELECTRICAL AND OTHER BUILDING FLEXIBLE FIBROUS GLASS BLANKET INSULATION WITH A MIN STANDARD BRANCH, SUPPLY XOyLS y�e LWB LEAVING WET BULB TEMPERATURE DRAWINGS. R-6.4 VALUE, EQUAL IS APPROVED. INSULATION WRAP 1 OR RETURN, NO SPLITTER �dl is3y MAX MAXIMUM SHALL BE SEALED WITH FAB AND MASTIC. 'r MBH 1,000 BTU'S PER HOUR 3. CONTRACTOR TO INCLUDE IN BID ALL COSTS TO MAKE RADIUS ELBOW - INSIDE RADIUS MCA MAXIMUM CIRCUIT AMPACITY FIELD COORDINATION AND ADJUSTMENT TO DUCTWORK FOR 15. ALL DUCTWORK SHALL MAINTAIN SYSTEM PRESSURE. THE MINIMUM ONE HALF DUCT WIDTH FIT INTO EXISTING STRUCTURE. AIR DISTRIBUTION COMPONENTS SHALL BE SEALED IN MIN MINIMUM ACCORDANCE WITH SMACNA REQUIREMENTS. TWO INCH FOR MAIN TRUNKS MOCP MAXIMUM OVERCURRENT PROTECTION 4. FURNISH ALL LABOR, MATERIALS, TOOLS, INCIDENTALS AND PRESSURE CLASS. (N) NEW DETAILS NECESSARY TO PROVIDE A COMPLETE HEATING, SA DUCT, SPIN-IN DAMPER, FLEX N T S NOT TO SCALE VENTILATING, AIR CONDITIONING SYSTEM. INCLUDE ANY 16. DUCT INSULATION CLOSURE SYSTEM SHALL CONSIST OF DUCT TO AIR DEVICE OA OUTSIDE AIR LABOR AND MATERIAL NOT SPECIFICALLY MENTIONED, BUT GLASS FABRIC AND NON MIGRATING MASTIC, SEAL AIR PH PHASE NECESSARY TO PROVIDE A COMPLETE AND OPERATING TIGHT. SYSTEM. ALL WORK SHALL BE INSTALLED IN A RLA RUNNING LOAD AMPS PROFESSIONAL MANNER AND SHALL MEET ALL THE �`"�`� FLEXIBLE DUCT (SINGLE LINE) 17. ALL FLEXIBLE DUCTS SHALL BE SUPPORTED EVERY 4'-0" RPM REVOLUTIONS PER MINUTE REQUIREMENTS OF THE STATE BUILDING CODE, CITY WITH 2" WIDE GALVANIZE. STEEL BANDS. MINIMUM ONE PER RA AIR FLOW DIRECTION RTU NEW ROOF TOP UNIT BUILDING CODE, SAFETY AND HEALTH CODES, NFPA CODES EACH SECTION OF FLEXIBLE DUCT. MAXIMUM LENGTH OF SA SUPPLY AIR AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. FLEX DUCT SHALL BE 5'-0" LONG AND SHALL MEET SA AIR FLOW DIRECTION ALL COSTS FOR SAID REQUIREMENTS SHALL BE INCLUDED SD SPLITTER DAMPER INSTALLATION AND MATERIAL REQUIREMENTS OF LOCAL IN THIS CONTRACTORS BID PRICE. SHC SENSIBLE HEAT CAPACITY CODES. RETURN AIR DEVICE SQ. FT. SQUARE FEET 5. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED 18. NO FLEXIBLE DUCTS SHALL PASS THROUGH FIRE WALLS, OR Ell T THERMOSTAT PERMITS AND INSPECTIONS AND PERFORM ALL TESTS BE CONNECTED TO ANY METAL DUCT WITH-IN 5'-0" FROM SUPPLY AIR DEVICE TA TRANSFER AIR CALLED FOR OR REQUIRED AS A PART OF HIS WORK. EITHER SIDED THE FIREWALL. UC UNDERCUT FURNISHED APPROVED CERTIFICATE OF FINAL INSPECTION, FX AND TURN OVER TO OWNER AT COMPLETION OF PROJECT. 19. ALL BRANCH TAKE-OFFS SHALL BE PROVIDED WITH MANUAL 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BALANCING DAMPERS LOCATED ABOVE ACCESSIBLE CEILINGS EXHAUST AIR DEVICE OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AS CLOSE TO MAIN TRUNK AS POSSIBLE. WHEN AIR DEVICE rz AND EXISTING STRUCTURAL CONDITIONS PRIOR TO IS NOT ACCESSIBLE PROVIDE DAMPER AT AIR DEVICE. , FABRICATION OF ANY DUCTWORK. 20. CONTRACTOR IS RESPONSIBLE FOR COORDINATING BOX-OUT INDICATES TWO-WAY DIFFUSER 7. ALL HVAC WORK SHALL BE IN ACCORDANCE WITH NEPA LOCATIONS FOR ALL DRYWALL MOUNTED AIR DEVICES WITH INDICATES BLANKED OFF SIDE 90A. 90B. 96, 54 AND NFC 101. LIFE SAFETY CODE. GENERAL CONTRACTOR AND CEILING FRAMING. CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS 8. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE WITH LIGHTING LAYOUTS AS REQUIRED. MOTORIZED DAMPER TEMPERATURE CONTROL SYSTEM TO INCLUDE: PANELS, 21, ALL DUCTWORK BEHIND RETURN AIR DEVICE PLENUMS MODULES, RELAYS, WIRING, THERMOSTATS, SENSORS, SHALL BE PAINTED FLAT BLACK. O THERMOSTAT DAMPERS, ACTUATORS AND ALL MISCELLANEOUS ITEMS AS REQUIRED TO FULFILL THE DESIGN INTENT AS INDICATED ON ® REMOTE TEST STATION THE PLANS AND IN THE CODED NOTES. THERMOSTATS AND 22• PROVIDE SMOOTH TRANSITIONS AT EQUIPMENT AND AIR SENSORS SHALL BE LOCATED GENERALLY AS SHOWN BUT DEVICES TO MATCH CONNECTION SIZES. ALL DUCTWORK SD SMOKE DETECTOR THEIR EXACT LOCATION SHALL BE FIELD COORDINATED TO SHALL BE SHEET METAL FABRICATED IN ACCORDANCE WITH AVOID INTERFERENCE WITH WALL MOUNTED WORK. ASHRAE GUIDE AND SMACNA MANUAL LATEST EDITIONS. UNDERCUT DOOR 1" 9. DURING THE BIDDING PERIOD, EACH CONTRACTOR SHALL 23. THE CONTRACTOR SHALL ENGAGE AN INDEPENDENT AIR cs VISIT THE SITE TO DETERMINE CONDITIONS AFFECTING THE BALANCING AGENCY SUBSEQUENT TO THE APPROVAL OF THE ff WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF OWNERS REPRESENTATIVE. THE T&B AGENCY CAN ONLY ACT ® KEYED REFERENCE NOTE o EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE AS HIS OWN REPORTING AGENCY IF SUITABLE INSTRUMENTS r REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND HEREINAFTER REQUIRED ARE DEMONSTRATED TO BE PART SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT OF HIS NORMAL PROCEDURE TO THE SATISFACTION OF THE TYPE EQUIPMENT TAG w OWNERS REPRESENTATIVE. THE T&B AGENCY SHALL BE RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN gggC OR NEBB CERTIFIED. CONTRACTOR SHALL PROVIDE N0. z EVIDENCE THEREBY SHALL NOT BE JUSTIFICATION FOR PERFORMANCE WORK REQUIRED CONDITIONS IN LANDLORD WITH WATER AND AIR BALANCE REPORT. � � ADDITIONAL COMPENSATION. 24. IT SHALL BE THE RESPONSIBILITY OF THIS T&B AGENCY TO POINT OF REMOVAL o 10. ALL LOW VOLTAGE WIRING AND CONDUIT REQUIRED FOR PROVIDE THE LOCAL BUILDING DEPARTMENT AND OWNERWITH PROPER TEST & BALANCE DATA ON AABC OR NEBB POINT OF CONNECTION MECHANICAL EQUIPMENT SHALL BE FURNISHED AND FORMS. INSTALLED BY MECHANICAL CONTRACTOR. z 4 04.26.17 PLANNING CMNTS 0 25. BUILDING AIR SYSTEMS SHALL BE BALANCED PER DATA NUMBER OF DUPLICATE 11. IN THE EVENT OF FAN SHUT DOWN, ALL DUCT MOUNTED 3 04.17.17 CLARIFICATION DETECTORS SHALL REMAIN IN OPERATION. INCLUDED ON THE DRAWINGS TO ACHIEVE RELATIVE AIR AIR DEVICES DESIGNATED o17 HEALTH COMMENTS 0 VOLUMES AS INDICATED ON THE DRAWINGS AND SCHEDULED BY THIS SYMBOL 2 04.12. NECK SIZE IN 0 HEREIN. REFER TO AIR FLOW DIAGRAM DETAIL. INCHES 1 04.12.17 PERMIT COMMENTS c (2) 10X10 03.07.17 PERMIT SUBMIT a LETTERS REFERENCE AIR SD-1 250 03.02.17 OWNER REVIEW DEVICE TYPE ON NO DATE REMARKS w SCHEDULE AIR QUANTITY REVISIONS 3 r DELIVERED BY DEVICE IN CFM r 0 N c 0 O y 0 O i n or e t O `z x c c N JUICE RAR a c HARBOR VIEW HILLS 1620 SAN MIGUEL DR r NEWPORT BEACH, CA g N J C PROJECT NO: 2016.0455 L DATE: 02.16.2017 Y 0 m 0 0 M001 0 MECHANICAL LEGEND AND p AND NOTES 0 r CHECKED: AS DRAWN: GAB PA2017-089 DAVID BOYCE EXISTING DUCTWORK ® PLAN KEYED NOTES AACH=Cr 1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1. PROVIDE NEW GALVANIZED METAL DUCTWORK. CONTRACTOR SHALL DEMOLITION OF EXISTING MECHANICAL SYSTEMS AS REQUIRED TO VERIFY EXACT ROUTING AND SIZING. DUCTWORK SHALL BE SIZED AT PERFORM NEW MECHANICAL WORK. ALL DIFFUSERS, DUCTWORK, 0.1 FRICTION" PER 100 FT OF DUCT, CONTRACTOR CAN CHANGE PIPING AND MISCELLANEOUS DEBRIS SHALL BE REUSED OR TURNED SIZE OF DUCT SHOWN AS LONG AS 0.1. DUCTWORK WILL OVER TO OWNERS REPRESENTATIVE OR REMOVED FROM SITE AND EXTERNALLY INSULATED WITH OWENS CORNING TYPE 150, 2" THICK, PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNERS FOIL FACED FLEXIBLE FIBROUS GLASS BLANKET INSULATION WITH A REPRESENTATIVE. MIN R-6.4 VALUE, EQUAL IS APPROVED. INSULATION WRAP SHALL BE SEALED WITH FAB AND MASTIC. 2. G.C. TO UNDER CUT DOOR i" FOR AIR PASSAGE. 604 COURTLAND STREET SUITE 100 3. CONTRACTOR SHALL REUSE EXISTING THERMOSTAT IS POSSIBLE AND ORLANDO, FLORIDA 32804 LANDLORD NOTE RELOCATE TO AREA SHOWN ON DRAWING. EXISTING THERMOSTAT SHALL PH 407.645.5008 IT IS NOT INTERPLAN LLC RESPONSIBILITY IN ANY WAY FOR REMOVING BE CLEAN AND REFURBISH TO "UKE NEW" CONDITION, VERIFY D(ISTING FX 407.629.9124 PORTIONS OF DUCTWORK THAT WERE USE TO SERVE ADJACENT SPACES THERMOSTATS AND SENSORS ARE IN GOOD WORKING CONDITION. FIELD FROM THE UNIT THAT WAS PROVIDE FOR THE NEKTER SPACE. IF IS THE VERIFY & COORDINATE THERMOSTAT LOCATION AND CONDITION PRIOR TO RESPONSIBILITY OF THE LANDLORD TO FIX AND PROVIDE MECHANICAL AIR COMMENCEMENT OF WORK. TEST AND REPAJR/REPLACE THERMOSTAT AS SEAL: DESIGN TO ANY ADJACENT SPACE THAT MAY HAVE BEEN AFFECTED. REQUIRED. REPORT IN WRIi1NG ANY PROBLEMS WHICH WOULD REQUIRE T98SSC MMIS'NOT FOR CONSTRUCTION'511M REPLACEMENT OF THERMOSTAT INSTEAD OF REUSE TO THE T-NAM'S CONSTRUCTION MANAGER PRIOR TO BID. MOUNT ® 48" AFF TO TOP OF DEVICE. MOUNT THERMOSTAT AT 46" IF ADA REQUIREMENTS APPLY. DO NOT MOUNT ON ANY EXTERIOR WALL COORDINATE EXACT GN4vt * b, LOCATION WITH TENANT CONSTRUCTION MANAGER. THE ENTIRE �� NS`A/ .yd0 c®�I CONTROL SYSTEM SHALL BE PROVIDED COMPLETE IN EVERY RESPECT BY THE MECHANICAL CONTRACTOR. v cv 4. PROVIDE A CABINET STYLE EXHAUST FAN. INTERLOCK EXHAUST FAN WITH LIGHT SWITCH WITH 10 MINUTE TIME DELAY. RESTROOM AO)d ca EXHAUST DUCT SHALL BE GALVANIZED STEEL. FIELD ROUTE NEW �'�31sID3a EXHAUST DUCTWORK AND CONNECT TO EXISTING EXHAUST 2 DUCTWORK. 5. PROVIDE NEW AIR CURTAIN AT REAR DOOR, REFER TO MECHANICAL SCHEDULES ON M201 FOR FURTHER INFORMATION. FIELD VERIFY ALL CONDITIONS NOTE! AS NOTED IN THE SPECIFICATIONS, ALL WIRING LAYOUTS, PIPING LAYOUTS AND DUCT LAYOUTS ARE SCHEMATIC. EXACT LOCATIONS SHALL BE DETERMINED BY THE CONSTRUCTION AND STRUCTURE OF THE BUILDING AND SHALL BE VERIFIED AND COORDINATED IN THE FIELD. EACH TRADE CONTRACTOR SHALL VERIFY WITH THE GENERAL CONTRACTOR THAT HE HAS THOROUGHLY REVIEWED AND COORDINATED ALL LOCATIONS AND ROUTINGS WITH ALL OTHER TRADES PRIOR TO FABRICATION OF CONDUITS, DUCTS, OR PIPING, AND START OF INSTALLATION OF SAME (INCLUDING SPRINKLER PIPING WHEN PRESENT ON JOB). ANY INSTALLATION OR CONSTRUCTION CONFLICTS WHICH OCCUR IN THE FIELD SHALL BE RESOLVED BY THE TRADE CONTRACTOR TO THE SATISFACTION OF THE OWNER AND ARCHITECT AND AT NO EXPENSE TO THE OWNER, ARCHITECT AND/OR GENERAL CONTRACTOR. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY a APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 0 r 6 N Z FIELD ROUTE NEW 18/16 RA z UP TO ROOF. SEE SHEET a M102 FOR CONTINUATION 0 w EXISTING WATER HEATER AND o FLUE TO REMAIN AND BE 22 22 22 22 (2) 10 0 REUSED RD-1 600 1 RD-1 910 SD-1 300 z 4 04.26.17 PLANNING CMNTS o „ � 3 04.17.17 CLARIFICATION o 2 04.12.17 HEALTH COMMENTS SD-1 10"0 ! f6" 14/4M ® 1 04.12.17 PERMIT COMMENTS o 20003.07.17 PERMIT SUBMIT 2 U T - 10"0 VSD-110 00 OOF SD-i 200 200 SD-1 200 NO DATE REMARKSB K OF HOUS REVISIONS 5 AD 1 12 3 1 0 12 10/12 " SEATING g C SD-1 10"0 100 0 LING BLENDI " 200 9 I N SD-1 10 0 18/1 SA FT7 :g 4 i 0 3 D. ! SD-1 2� 200 1 * ERnm p W)P—p rd lJ a UP T 6" g o O� ! z w iRE TROD h 0 HALLWAY in 41 U_ FIELD ROUTE NEW 18/16 SA 6TEFne O' ktar UP TO ROOF. SEE SHEEP SD-1 75 M102 FOR CONTINUATION JUICE BAR � 75 CFM c C HARBOR VIEW HILLS NORTH 1620 SAN MIGUEL DR D MECHANICCAL FLOOR PLAN NEWPORT BEACH, CA PROJECT NO: 2016.0455 SCALE: 1/4 1 -0 r DATE: 02.16.2017 } 0 m ❑ a M101 0 N MECHANICAL FLOOR PLAN Q z a CHECKED: AS DRAWN: GAB 0 PA2017-089 DAVID BOYCE DEMOLITION ® PLAN KEYED NOTES AFICH= r 1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1. EXISTING 5 TON ROOFTOP UNIT (ERTU-1) IS TO REMAIN AND TO BE DEMOLITION OF EXISTING MECHANICAL SYSTEMS AS REQUIRED TO REUSED. MECHANICAL CONTRACTOR TO CLEAN AND ADJUST UNIT, PERFORM NEW MECHANICAL WORK. ALL DIFFUSERS, DUCTWORK, CHEMICALLY CLEAN COILS, PERFORM AN OIL SAMPLE TEST ON PIPING AND MISCELLANEOUS DEBRIS SHALL BE REUSED OR TURNED COMPRESSORS TO VERIFY CONDITION, REPLACE BELTS, VERIFY ALL OVER TO OWNERS REPRESENTATIVE OR REMOVED FROM SITE AND CONTROLS ARE FUNCTIONAL AND MAKE SURE ALL EQUIPMENT IS IN PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNERS PROPER OPERATING CONDITION. REPLACE ANY DEFECTIVE PARTS OR REPRESENTATIVE. EQUIPMENT. GREASE AND/OR REPLACE IF REQUIRED, FAN BEARINGS, CHECK SHAFT FOR SCORING AND CHECK MOTORS FOR PROPER AMPERAGE DRAW. CLEAN OR REPLACE CONDENSATE DRAIN LINE AS REQUIRED. REBALANCE FANS TO CFM SHOWN ON PLANS. FURNISH 604 COURTLAND STREET UNIT WITH THREE SETS OF STANDARD FILTERS. CONTRACTOR TO SUITE 100 REPLACE FILTERS JUST PRIOR TO AIR BALANCE AND ONCE AGAIN ORLANDO, FLORIDA 32804 MS2TE: AFTER FINAL STORE CLEANING IS COMPLETE. REPORT IN WRITING PH 407.645.5008 TENANT'S CONTRACTOR SHALL USE LANDLORD'S ROOFING CONTRACTOR ANY PROBLEMS WHICH WOULD REQUIRE REPLACEMENT OF ERTU FX 407.629.9124 FOR ALL RE—ROOFING, FLASHING, WEATHER PROOFING AND PATCHING INSTEAD OF REUSE TO THE TENANT'S CONSTRUCTION MANAGER. PROCEDURES. LOCATION OF ROOF PENETRATIONS SHALL BE REVIEWED SEAL: AND APPROVED BY LANDLORD IN WRITING. 2. G.0 TO VERIFY EXISTING ROOFTOP UNIT HAS FLOAT SWITCH INSTALLED IN DRAIN PAN. PROVIDE FLOAT SWITCH IF ONE IS NEEDED. TMIG RUIS'NOTFORCONSTRUCTION*01M THIS DEVICE SHALL SHUT OFF THE EQUIPMENT SERVED IN THE t� ttsre��swOass�aurva�u®sut +euow. EVENT THAT THE PRIMARY DRAIN BECOMES RESTRICTED. EXTERNALLY INSTALLED DEVICES IN THE DRAIN LINE SHALL NOT BE PERMITTED. REUSED EXISTING CONDENSATE IF POSSIBLE. `AEER _ SOV biy 3. MECHANICAL CONTRACTOR TO VERIFY THERE IS A WORKING SMOKE ��b da N DETECTOR INSTALLED IN THE RETURN WITH EXISTING UNIT. IF NOT a FIRE ALARM CONTRACTOR SHALL SELECT DUCT SMOKE DETECTOR TO LL ) T 4 N MATCH BUILDING ALARM SYSTEM. MECHANICAL CONTRACTOR SHALL INSTALL, AND ELECTRICAL CONTRACTOR SHALL WIRE TO ALARM o°od� Ijdyg`5��� d SYSTEM. INSTALL REMOTE TEST STATION IF REQUIRED. '�� s 151538 "' 4. REMOVE EXISTING DUCTWORK BACK TO UNIT. PROVIDE NEW INTERNALLY INSULATED DUCTWORK LOCATED ON ROOF MINIMUM R8. SEE ROOF MOUNTED DUCTWORK DETAIL. CONTRACTOR SHALL VERIFY EXACT ROUTING AND SIZING. DUCTWORK IS SHALL BE SIZED AT "0.1 FRICTION" PER 100 FT OF DUCT. CONTRACTOR CAN CHANGE SIZE OF DUCT SHOWN AS LONG AS 0.1 FRICTION IS USED IN SIZING. EXISTING GAS AND CONDENSATE TO REMAIN AND BE REUSED. ALL FIELD CONDITION ARE NOT KNOWN AND CONTRACTOR SHALL VERIFY. 5. REFRIGERATION EQUIPMENT CONDENSING UNIT ON ROOF. PROVIDED BY FOOD SERVICE CONTRACTOR. COORDINATE WITH FOOD SERVICE, ARCHITECTURAL AND ELECTRICAL DRAWINGS. PROVIDE RAILS FOR CONDENSING UNIT. COORDINATE RAIL SYSTEM WITH MANUFACTURERS REQUIREMENTS AND STRUCTURAL ENGINEERS. CONTRACTOR INSTALLING REMOTE CONDENSERS SHALL VERIFY EXACT SIZE OF CONDENSER STAND. CONTACT RM ENTERPRISE AT 800-798-3898 FOR STAND INFORMATION AND ORDERING. d m s 0 r a w r a z 2 z FOLLOW SAME ROUTING AS EXISTING RA. ROUTE NEW RA C 0 DUCT DOWN EXISTING RA CURB OPENING. SEAL ALL PENETRATIONS WATER TIGHT. N 4 04.26.17 PLANNING CMNTS o 3 04.17.17 CLARIFICATION o 2 04.12.17 HEALTH COMMENTS 1 04.12.17 PERMIT COMMENTS --- 03.07.17 PERMIT SUBMIT � TOP OF PARAPET +/- 14'-6" ABOVE GRADE PROVIDE DUCT =_= SHEEP SHEEP M701 FOR CONTINUATION DATE 17 OWNER REVIEW w SUPPORTSSEE NO DATE REMARKS , r TOP OF DUCTWORK +/- 13'-5" ABOVE GRADE OF DUCTWORK. 8 DETAIL SHEET M301 /i6 REVISIONS TOP OF EXIST RTU +/- 14'-2" ABOVE GRADE �+ SEE ON SHEET M301 a FOR DETAIL ON x INSULATING AND 3 r------ COVERING DUCTWORK 0 411 ii SHEET SHEET M101 � s FOR CONTINUATION OF DUCTWORK. ERTU C;c54 S I 8/16 SA� 4 3 2 1 1 FOLLOW SAME ROUTING AS EXISTING SA. PENETRA EXISTING WALL AND ENLARGE 0 ENING AS ( ° REQUIRED. SEAL ALL 0 PENETRATIONS WATER 11GHT. z u � 5 PIPE CURB N nekt® ' Z U c w c JUICE RAR c c x HARBOR VIEW HILLS �° NORTH 1620 SAN MIGUEL DR 1 MECHANICCAL ROOF PLAN NEWPORT BEACH, CA SCALE: 1/4' = 1'-0" PROJECT NO: 2016.0455 r DATE: 02.16.2017 0 0 a 0 M102 0 N MECHANICAL ROOF PLAN Q i 0 r r a CHECKED: AS DRAWN: GAB 0 PA2017-089 DAVID BOYCE BUILDING BALANCE DIAGRAM EXISTING ROOFTOP UNIT (ERTU) SCHEDULE (FOR INFORMATION ONLY) ARCIMCT TAG ERTU-1 OA CALIFORNIA VENTILATION REQUIREMENTS 420 ERTU-1U�� MANUFACTURER CARRIER REQUIRED 21X OA 5 TON EXLSTING MODEL NUMBER 48GSNO60090501 CBC CMC CMC VENTILATION VENTILATION TOTAL TOTAL TOTAL i (USE) OCCUPANCY CBC OCCUPANCY CMC BASED FROM TABLE OCCUPANCY ROOM NUMBER SQFi LOAD TOTAL LOAD TOTAL VENTILATION 120.1-A CBC OR CBC CMC TABLE 120.1-A OA REQUIRED NOMINAL TONAGE 5 AND NAME (FT /OCC) PEOPLE (OCC/1000 Fi ) PEOPLE (CFM/FT (CFM/FT TABLE USED USED USED 120.1-A SUPPLY CFM 2000 (CFM/ FT ) 604 COURTLAND STREET N i I SUITE 100 RETURN CFM 1540 ASSEMBLY AREAS 100 SEATING 350 15 23.3 70 24.5 0.18 .15 0.18 350.0 367.5 63.0 367.5 !>80 i ORLANDO, FLORIDA 32804 MINIMUM OUTDOOR AIR (C.F.M.) 420 KITCHEN(S) 101 JUCING/BLENDING 180 200 0.9 0.0 0.9 0.0 .15 0.15 13.5 13.5 27.0 13.5 PH 407.645.5008 FX 407.629.9124 1400 SA 6,n PERCENT OF OA 21 CORRIDOR 102 HALLWAY 65 100 0.7 10 0.7 0.06 .15 0.15 9.8 9.8 9.8 9.8 t�l 1`13 ^ BOO REMARKS 1 THRU 3 RESTROOMS 103 RESTROOM 55 100 0.6 10 0.6 0.06 .15 0.15 8.3 8.3 8.3 8.3 TE9g@SgRR•NOTFOR CONSTRUCTIONNIM ERN NOTES KITCHEN(S) 104 BACK OF HOUSE 290 200 1.5 0.0 1.5 0.0 .15 0.15 21.8 21.8 43.5 43.5 RESTROOM 940 269 281 442.6 1. EXISTING 5 TON ROOF TOP HVAC UNIT . . S) ARE TO BE REUSED. MECHANICAL CONTRACTOR TO CLEAN AND GAN ER BACK OF HOUSE JUICING BLENDING SEATING ADJUST UNIT, CHEMICALLY CLEAN COILS, PERFORM AN OIL SAMPLE TEST ON COMPRESSORS TO VERIFY REQ'D OA 411.0 ��t�t� CONDITION, REPLACE BELTS, VERIFY ALL CONTROLS ARE FUNCTIONAL AND MAKE SURE ALL EQUIPMENT IS IN SA CFM +600 SA CFM +600 SA CFM +800 PROPER OPERATING CONDITION. REPLACE ANY DEFECTIVE PARTS OR EQUIPMENT. GREASE AND/OR REPLACE IF PROVIDED OA 420 a RA CFM -600 RA CFM -980 EA CFM -75 REQUIRED, FAN BEARINGS, CHECK SHAFT FOR SCORING AND CHECK MOTORS FOR PROPER AMPERAGE DRAW. TRANSFER BALANCE +725 CLEAN OR REPLACE CONDENSATE DRAIN LINE AS REQUIRED. REBALANCE FANS TO CFM SHOWN ON PLANS. °d vl z BALANCE 0.0 BALANCE -380 310 FURNISH UNIT WITH THREE SETS OF STANDARD FILTERS. CONTRACTOR TO REPLACE FILTERS JUST PRIOR TO NOTES: o�1 Iyg y�e AIR BALANCE AND ONCE AGAIN AFTER FINAL STORE CLEANING IS COMPLETE. REPORT IN WRITING ANY ��ls»QVv PROBLEMS WHICH WOULD REQUIRE REPLACEMENT OF ERTU INSTEAD OF REUSE TO THE TENANT'S 1. ESTIMATED MAXIMUM OCCUPANCY AND REQUIRED OUTSIDE AIR BASED ON THE CALIFORNIA MECHANICAL SYSTEM - 2013 VENTILATION REQUIREMENTS CONSTRUCTION MANAGER. 2. CONTRACTOR TO VERIFY DUCT SMOKE DETECTOR EXISTS IN THE RETURN AIR DUCTWORK FOR THE EXISTING ROOFTOP UNIT AND IS IN PROPER WORKING CONDITION. IF THERE IS NO SMOKE DETECTOR PROVIDE NEW AS REQUIRED. FIRE ALARM ALARM CONTRACTOR SHALL PROVIDE A DUCT SMOKE DETECTOR FOR THE SUPPLY AND RETURN THAT IS COMPATIBLE WITH THE FIRE ALARM. MECHANICAL SHALL INSTALL DETECTORS AND ALL WIRING FAN SCHEDULE BUILDING BALANCE CONNECTIONS. POWER WIRING AND FIRE ALARM INTERFACE WIRING FROM DETECTOR TO FIRE ALARM PANEL BY SEATING +725 ELECTRICAL CONTRACTOR. UNIT SHALL SHUT DOWN UPON DEFECTION OF SMOKE. IF FIRE ALARM IS NOT SEATING - INSTALLED IN THE BUILDING THE MECHANICAL CONTRACTOR SHALL PROVIDE THE DUCT SMOKE DETECTORS AND KEY: CENT.-CENTRIFUGAL; PROP.-PROPELLER; F.C.-FORWARD CURVE; SHALL PROVIDE VISUAL AND AUDIBLE ALARM. SMOKE DETECTOR SHALL BE COMPLIANT WITH LOCAL CODES. B.I.-BACKWARD INCLINED; AF.-AIR FOIL BACK OF HOUSE _U_ UPGRADE SMOKE DETECTION EQUIPMENT AS REQUIRED. FIELD VERIFY EXACT CONDITION PRIOR TO BID. REPORT F DRIVE DAMPER BLDG PRESSURE +345 ANY DISCREPANCIES REPLACEMENTS REQUIREMENTS TO OWNER'S REPRESENTATIVE. TOTAL FAN ELECTRICAL WEIGHT 3. GC TO INSTALL FLOAT SWITCH (IF ONE IS NOT INSTALLED) INSIDE ALL DX ROOF EQUIPMENT DRAIN PANS. ON TAG MODEL TYPE LOCATION CFM E.S.P. POWER HP RPMVOLTSPE (LBS) REMARKS DESCRIPTION STON QtTU DOWN-40 SQFr FLOW UNITS AND ALL OTHER COILS THAT DO NOT HAVE A SECONDARY DRAIN AND DO NOT HAVE A (IN H20) 188 SQFT TON MEANS TO INSTALL AN AUXILIARY DRAIN PAN, A WATER-LEVEL MONITORING DEVICE SHALL BE INSTALLED INSIDE THE PRIMARY DRAIN PAN. THIS DEVICE SHALL BE INTERLOCKED WITH UNIT FOR COMPLETE SHUT DOWN THE FAN AND COIL IN THE EVENT THAT THE PRIMARY DRAIN BECOMES RESTRICTED. EXTERNALLY INSTALLED DEVICES TEF-1 GC00148 CENT. CEILING MTD 75 .375 43.7 WATTS 1075 YES YES 120 3 12 A,B,C EXHAUST FOR RESTROOM AND DEVICES INSTALLED IN THE DRAIN LINE SHALL NOT BE PERMITTED. NOTES: A. RESTROOM EXHAUST DUCT SHALL BE MINIMUM 26 GA. GALVANIZED STEEL. PROVIDE RAIN CAP WITH INTEGRAL BIRD SCREEN, BACKDRAFT DAMPER, AND ACCESSORIES AS REQUIRED INCLUDING SPEED CONTROLLER STD DS NEMA 1 DISCONNECT, WHITE PLASTIC GRILLE, TIME DELAY SWITCH (RUN FAN FOR 10 MIN. AFTER LIGHTS ARE TURNED OFF), RUBBER ISOLATOR GROMMET. B. EXHAUST FAN SHALL MAINTAIN 10' CLEARANCE FROM ANY OUTSIDE AIR INTAKE. CONTROL SEQUENCE OF OPERATIONS. C. ALL ROOF WORK SHALL BE DONE BY LANDLORD'S ROOFING CONTRACTOR AT TENANT'S EXPENSE UNLESS NOTED OTHERWISE. ERTU (ELECTRIC/GAS) DAY CYCLE - COOLING 1. SUPPLY AIR FAN SHALL RUN CONTINUOUSLY. AIR DISTRIBUTION DEVICE SCHEDULE (BASED ON PRICE) 2. OUTSIDE AIR DAMPER SHALL BE IN MINIMUM POSITION. 3. THERMOSTAT SHALL CYCLE COMPRESSOR(S) TO MAINTAIN ROOM SET TEMPERATURE. NOTES: 1. SYMBOL KEY - 3. DAMPERS - MORNING WARM-UP FIRST LETTER: S-SUPPLY, R-RETURN, E-EXHAUST, T-TRANSFER. OPERABLE FROM FACE OB: SECOND LETTER: D-DIFFUSER, R-REGISTER, G-GRILLE, OPPOSED BLADE ROB: RADIAL 1. SUPPLY AIR FAN SHALL RUN CONTINUOUSLY. 2. BORDER STYLE - REFER TO REFLECTED CEILING PLAN OPPOSED BLADE B: BUTTERFLY 2. OUTSIDE AIR DAMPER SHALL BE IN CLOSED POSITION. SIZEMOUNTING MATERIAL 3.4. WHEN SET TEMPERATURESTAT SHALL ISEREACHRTU ED COOLING REACH OCYCLE SHALM SET LECOTMMENCE. TAG MODEL I MAX I SIDENOTE CELLAREA FACE NECK CFM WALL STEEL ALUM. SERVED o NIGHT SETBACK 1400 ALL AREA 0 1. ALL HOODS AND EXHAUST FANS SHALL BE DE-ENERGIZED. RD-1 530D 24/24 22/22 • • 1,2,3,5 2. OUTSIDE AIR DAMPER SHALL BE IN CLOSED POSITION. 10"0 500 w 3. THERMOSTAT SHALL CYCLE EITHER COOLING AND SUPPLY AIR FAN TO MAINTAIN ROOM SD-1 SCD 24/24 12"0 500 • • 1,2,3,4,5,6 ALL AREA z SET TEMPERATURE. SMOKE�DR t4"a 740 NOTES ° w 1. WHEN SMOKE DETECTOR IS ACTIVATED SUPPLY AIR FAN SHALL SHUTDOWN. 1. PROVIDE WITH OPPOSED BLADE DAMPER AT AIR DEVICE. z 2. FIRE ALARM SHALL BE SIGNALED. 2. MAX NC LEVEL 30. 3. SUPPLY AIR FAN SHALL BE MANUALLY RESET. 3. SEE ARCHITECTURAL DRAWINGS FOR PAINT AND FINISH. 4. PROVIDE 4-WAY AIR THROW PATTERN UNLESS OTHERWISE NOTED OR INDICATED. 4 04.26.17 PLANNING CMNTS o 5. PROVIDE INSULATED PLENUM ON RETURNS. 3 04.17.17 CLARIFICATION 6. PROVIDE WITH R6 INSULATION ON BACK OF AIR DEVICES. 2 04.12.17 HEALTH COMMENTS ° 1 04.12.17 PERMIT COMMENTSci r 2 03.07.17 PERMIT SUBMIT 03.02.17 OWNER REVIEW r THERMOSTAT SCHEDULE No DATE REMARKS c AIR DOOR SCHEDULE REVISIONS OCCUPIED UNOCCUPIED _ MARK CFM (MAX) IVELOCITY (MAX) FLA (SINGLE PHASE) HP I AREA SERVED MODEL MANUFACTURER VOLTAGE/PHASE REMARKS MARK SERVICE & LOCATION COOLING HEATING COOLING HEATING REMARKS AD-1 2550 3400 FPM 7.2 KW 1/2 REAR DOOR N2 36-1UA MARS AIR SYSTEMS 115V/1PH/60 HZ 1,2 0 REMARKS I. FACTORY PROVIDED, WIRED, AND LLAT MOUNTED SP® CONTROLLER LOCATED ON BOTTOM. (E)ERTU-1 WHOLE STORE 75 70 78 1 60 8 2. FACTORY PROVIDED MAGNETIC DOOR CONTACT WITH FACTORY INSTALLED LOW VOLTAGE CONTROLS NOTES LOCATED IN AIR DOOR CABINET. 1. CONTRACTOR SHALL COORDINATE EXACT OPERATIONAL TIMES WITH ° OWNER/MANAGER PRIOR TO PROGRAMMING. 2. CONTRACTOR SHALL COORDINATE RESTROOM EXHAUST FAN TIMER WITH o T-STAT SCHEDULE. 0 3. CONTRACTOR MUST VERIFY THAT HUMIDITY CONTROLS AND SENSORS FUNCTIONS PER MANUFACTURERS SPECIFICATIONS. SET TO 50% RH IN THE SPACE. rE e'n kterU m JUICE BAR BUILDING AIR BALANCE SCHEDULE w HARBOR VIEW HILLS MARK OUTSIDE AIR EXHAUST 1620 SAN MIGUEL DR r EF-1 -75 NEWPORT BEACH, CA 0 U (E)ERTU-1,2 +420 PROJECT NO: 2016.0455 r DATE: 02.16.2017 TOTAL: 420 -75 0 a BUILDING POSITIVE AIR BALANCE 345 M201 0 N MECHANICAL SCHEDULES p i r CHECKED: AS DRAWN: GAB 0 PA2017-089 SHT. MTL. ELBOW REQUIRED DAVID BOYCE FLANGED/GASKETED TAKE OFFS WITH ARCH=CT LOCKABLE QUADRANT DAMPER OPPOSED BLADE DAMPER (FLAGGED) LOCATION WHERE DAMPER WOULD TO S.A. MAIN BE INACCESSIBLE AT TAKE- OFF, HARD PIPE ONLY PROVIDE W/ 3" EXTENDED SHAFT, —EXTERNAL DUCT WRAP INSULATION �,..s.. HANDLE AND COLLARFLEXIBLE DUCTWORK, 5' LOND AND SHALL MEET GALVANIZED STEELxi INSTALLATION AND MATERIAL REQUIREMENTS OF DUCTWORK 1"X16 GA 1"x22 GA. GALV. STEEL INSULATED ROUND DUCT LOCAL CODES. LOCATED AT DIFFUSER ELB BUTT INSULATION TO FACE OF DUCT GALV.METAL HANGER STRAP. (FOLLOW SECURELY TAPE VINYL FLEX DUCT ENTIRE SYSTEM TO BE FULLY NOTE: DAMPER HANDLE TO TO SHT. MTL. W/ MIN. OF (2) (TYP. OF ALL S.A. DEVICES) INSULATED WITH ALL JOINTS TAPED TRUNK AND CLAMP w/ DRAWBAND 5' MAXIMUM VERIFY WITH PODIUM SUPPORT STRAP SMACNA STANDARDS) kMINI BE INSTALLED MAXIMUM OF CONTINUOUS WRAPS OF DUCT WITH REINFORCED FOIL TAPE. GALV. STEEL DUCT. (FOLLOW SEALER s INSTALL DUCTWORK w/ SEALER, SMACNA STANDARDS 5'-0" ABOVE CEILING. TAPE. STRAP CLAMP OVER FLEX DUCT WRAP INSULATION ) DUCT INSULATION & VINYL TO SHT. MAIN DUCT SHEETMETAL BAND AND (3) #8 MAX. SAG 1/2" PER FOOT OF FOLLOW SNACNA STANDARDS FOR ORANGE MARKER TAPE HARD DUCT ELBOW RADIUS 1 1/2 - SHEETMETAL SCREWS EQUALLY SUPPORT SPACING. HANGER SUPPORTS (TYPICAL FOR ALL) 604 COURTLAND STREET MTL. TAPE INSULATION TO DUCT ATTACHED TO DAMPER TO TO FORM A GOOD SEAL DUCT SIZE OR 12" LONG HARD PIPEI) SPACED. SUITE 100 IDENTIFY LOCATION (TYP. OF ALL S.A. DEVICES UNLESS AIR 0 1 3/4" MAX PENETRATION (TYP) ORLANDO, FLORIDA 32804 INSULATED FLEXIBLE CONNECTION (MAX. 5 BUTT DUCT INSULATION FIRMLY OTHERWISE NOTED) FLOW \ II 12" CONCRETE­--\ PH 407.645.5008 PROVIDE VOLUME DAMPER, JFX 407.629.9124 FEEfLONG AND SHALL MEET INSTALLATION AND AGAINST DIFFUSER BODY. PULL AT BRANCH TAKE OFF. SQUARE TO ROUND TRANSITION MATERIAL REQUIREMENTS OF LOCAL CODES. VAPOR BARRIER DOWN AND CLAMP (AS REQUIRED) SHEET METAL BAND WITH DRAWBAND. FACTORY INSULATED DIFFUSER L ' SEAL: SPIN-IN BELLMOUTH COLLAR w/ AND (3) #8 SHEETTODONWINOT FOR CONSTRUCTION-IMM BLANKET INSULATION. LAY MANUAL VOLUME DAMPER 1 1/2" METAL SCREWS 1" x1 1/2"x1/8" OR 16 T■wce■cr� ■■eRRrsNNRn■Nasw■N■Ruw OVER ENTIRE BACK OF DIFFUSER �� z• ��'� s�, INSULATION ADHESIVE ALL FLEX DUCT GA GALV. STEEL ANGLE. GYP. BD. BODY. 1" X 16 GA. GALV. STEEL CEILING " LAY-IN CEILING BY � AROUND FOLLOW SMACNA STANDARDS) NOTES: HANGER STRAP OR ALL ( x GENERAL TRADES 1.) DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL THREAD (FOLLOW SMACNA CONTRACTOR SUPPLY AIR DEVICE INCHES FROM A CONNECTION BEFORE BENDING. STANDARDS) SIZE BOLTS NEER c GYP. BD. PERIMETER BRACKET CEILING TILE (ADJUST PER PLAN) 2.) SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR FOR LOAD ��NSD �y �0 SECURED TO FRAMING. COLOR TO NOTE: CAUSE OUT OF ROUND SHAPE. N Q' � z a N CEILING T-BAR AT CEILING TILE INSTALLATION SIMILAR FOR GYP. BOARD CEILING w 0 a MATCH DIFFUSER OR CEILING. SUPPORTED BY RUNNERS. UPPER ATTACHMENT — TYP. TRAPEZE HANGER o o LOWER ATTACHMENT — TYP. d de % LOVl� �Q 1 CONNECTION DIFFUSER DETAIL NTS O2 CONNECTION DUCT FITTING DETAIL NTS 3 TYPICAL DUCT HANGING DETAIL NTS � St 38 * 5 ■ ■ ■ ■ ■ PATE DUCT SUPPORT SYSTEM STANDARD CONSTRUCTION SUPPORT RAL (MODEL -Al 3/8" STEEL ROD W/THREADED ENDS HEAVY GA. GALVANIZED STEEL, UNITIZED CONSTURCTION WITH INTERNAL BASE PLATE, (TYP. 4 PLACES) SUPPORT FROM CONTINUOUS WELDED CORNER SEEMS, PRESSURE TREATED WOOD NAILER, CONTER VIBRATION STRUCTURE ABOVE AS REQUIRED. AIR FLOW FLASHING WITH SCREWS. INTERNALLY RE-INFORCED TO CONFORM WITH PATE LOAD BEARING ISOLATORS � � * MAIN DUCT FACTORS. (COORDINATE W/STRUCT.) DUCT MOUNTING HARDWARE PROVIDE CURB CAP. CUT UNISTRUCT LEGS, SUPPORT SADDLE AND SLIDES TO ALLOW FOR DUCT MOVEMENT, 45' HOLE IN CAP FOR DUCT. VERTICAL AND HORIZONTAL ADJUSTMENT. SEE PLAN FOR WELD DUCT TO CURB CAP DUCTWORK CONTACT: THE PATE COMPANY 800.243.3018. ROUTING BACKDRAFT w WITH CONTINUOUS WELD OR BRANCH DUCT BALANCING DAMPER SOLDER ALUMAGUARD BD. WHERE INDICATED 2" FROM EDGE AND JACKET DAMPER (BD.) INSTALL TOP ALUMAGUARD L=W/4 (4" MIN.) / \ / \ / ON DRAWING. MINIMUM SELF TAPPING 12" ON CENTER. RECTANGULAR OF 1 DUCT DIA. FROM SCREW �� a; < TYP. 4 SIDES y J T -1, 4, y MAIN DUCT <4 INSTALL y WOOD MAILER lxlxl/8" ANGEL IRON SIDES AIR FLOW AND � RECTANGULAR TO EXISTING CURB { WELDED TO CAP WITH TOP 2ND ` ROUND TAKEOFF INSULATION �� < EVER LONG WELDS ONE PIECE WATERSHED POLYGUARD RECOMMENDS OUR ALUMAGUARD DUCTWORK EVERY 6 INCHES. INSTALL INSULATION F INSTALL SYSTEM BE INSTALLED ACCORDING TO ONE OF 1" MIN. ON TOP ROUND ROOF -`,- k _TYPICAL 4 SIDES. SIDE OR EQUAL SIDE THE FOLLOWING PROCEDURES; AND BOTTOM 2ND --------$ 3RD f ---------- ROOFTOP CUT ONE PIECE OF ALUMAGUARD LITE TO DUCTWORK COVER THE UNDERSIDE OF THE DUCT AND UP CEILING MOUNTED ` 6" ON EACH SIDE. AIR FLOW ALUMAGUARD LITE ALUMAGUARD LITE CUT TWO SIDE PIECES TO FIT FROM THE \ CEILING SPACE INSTALL BOTTOM 1ST INSTALL BOTTOM 1ST RIGID FOAM BOTTOM CORNER OF THE DUCT UP OVER THE INSULATION TOP OF THE DUCT, LAP OVER THE TOP 6", DO NOT FOLD A LAP UNDER THE DUCT. �5 CABINET EXHAUST FAN DETAIL NTS @ ROUND BRANCH CONNECTION NTSO DUCTWORK ROOF PENETRATION DETAIL CUT THE FINAL PIECE TO COVER THE TOP, NTS TRIM IT FLUSH WITH THE TOP CORNERS. ROLL ■ ■ ■ ■ THE ALUMAGUARD MEMBRANE AS YOU REMOVE THE RELEASE FILM WITH A LAMINATE ROLLER TO INSURE ADHESION AND LESSEN WRINKLING. PLACE PROTECTION AT CORNERS WHERE TIE 2" HIGH CROWN DUCT DUCT MUST BE SEALED IN ACCORDANCE WITH ° DOWN STRAP OCCURS, LATEST SMACNA HVAC DUCT CONSTRUCTION SO AS NOT TO DAMAGE STANDARDS METAL AND FLEXIBLE. 0 JACKETING r CONTACT ALUMAGUARD: 1-800-541-4994 1 1/2" R-11.5 2.2 P.C.F. THIS IS A BASCIES OF DESIGN EQUAL IS KOOLPHEN PHENOLEC FOAM WITH APPROVED. MUST MEET BUILDING CODE FSK WHITE FINISH REQUIREMENTS. 1" WIDE GALVANIZED METAL STRAP 0 w z I U N Z 1/4" BOLTS WITH 4 04.26.17 PLANNING CMNTS 0 LOCK WASHER (TYP.) 3 04.17.17 CLARIFICATION 2 04.12.17 HEALTH COMMENTS a 1 1/2" X 1 1/2" X 1 04 12.17 PERMIT COMMENTS o 03.07.17 PERMIT SUBMIT 1/8" ANGLE IRON 03.02.17 OWNER REVIEW w > SUPPORT (TYP.) NO DATE REMARKS r 4" X 4" X 1/4" FLAT BAR WELDED REVISIONS 3 TO ANGLE, SECURE TO ROOF PER LOCAL CODE REQUIREMENTS (TYP.) 3 ROOF o OPTION 1 g O8 ROOFTOP DUCTWORK SEALING AND MOUNTING DETAIL NTS o c 0 0 nektaz U c w c JUICE BA c c x HARBOR VIEW HILLS ° 1620 SAN MIGUEL DR c NEWPORT BEACH, CA 0 U N j PROJECT NO: 2016.0455 c DATE: 02.16.2017 lu 0 0 M301 MECHANICAL DETAILS Q x c CHECKED:AS DRAWN: GAB 0 PA2017-089 DAVID BOYCE STATE OF CALIFORNIA 'STATE OF CALIFORNIA ASICHMCT MECHANICAL MECHANICAL CEC-NRCFMCH-01-E(Revised 01116) CALIFORNIA ENERGY COMMISSION CEC:-NRCI-MCH-tit-E Revised 01/16 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF INSTALLATION NRCI-MCH-01-E CERTIFICATE OF INSTALLATION NRCI-MCH-01-E Mechanical Page 1 of 2 Mechanical Page 2 of 2 PmJeax4me:. Nekterluice Bar -- - EnrorcememAgenq: Perms namben °tOjert"""°' Nekterluice Bar 'Enr«amx"t"ge"c` Pemutaumaeo Pmlxd oda"" 1620 San Miguel °v' Newport Beach vP c'a`-92660 nnlea Aaare": 1620 San Miguel `""' Newport Beach nO GOdC92660 A. GENERAL INFORMATION DOCUMENTATION AUTHOR'S DECLARATION STATEMENT DATE OF PERMIT;, 1. 1 certify that this Certificate of Installation documentation is accurate and complete. _ Documentation Author Name: Documentation Author Signature: Glenn Bailey BUILDING TYPE: ❑✓ Nonresidential ❑High-Rise Residential ❑Hotel/Motel ' Documentation Author Company Name. Inter Ian LLC Date Sig"ear ,moi 604 COURTLANU STREET PHASE OF CONSTRUCTION: ❑New Construction ❑Addition ❑� Alteration p GOZ^/G'� t - SUITE 100 nddren'604Courtland Street,Suite 100 CEA cenfttatonldentifita00n0fapplkabeli ORLANDO, FLORIDA 32804 B.SCOPE OF RESPONSIBILITY Ory/5tetenip Orlando,FL 32804 phe4'07.645.5008 PH 407.645.5008 Enter the date of approval by enforcement agency of the Certificate of Compliance that Provides the FX 407.629.9124 specifications for the energy efficiency measures for the scope of responsibility for this Installation Date: RESPONSIBLE PERSON'S DECLARATION STATEMENT Certificate. I certify the following under penalty of perjury,under the laws of the State of California: SEAL: 1. The information provided on this Certificateofa installation is True and correct TRSDDCORM IS-NOT FOR CONSTRUCTION'5110 In the table below identify ali applicable construction documents that specify the features,materials,components, 2. 1 arra eligible under Division Sof the Business and Professions Code in theapplicable classification to accept responsibility frit the iHASBBIEtTBgMIM RCMIgDAIB SWUM IIfIgw. manufactured devices,or system performance diagnostic results required for the scope of responsibility for this installation' system design,construction,or installation of features,materials,components,or manufactured devices for the scope Of work Certificate(continued). identified on this Certificate of Installation and attest to the declarations in this statement(responsible builder/installer); Applicable Sheets or Pages,Tables, Date Approved by otherwise Iam an authorized representative of the responsible builder/installer. Document or Oestriptioh Schedules,etc. Enforcement Agency 3: The constructed or installed features,materials,components or manufactured devices(the installation)identified on this Certificate of Installation conforms to all applicable codes and regulations;and the installation conforms to therequirementsER 4t MECHANCIAL LEGEND AND AND NOTES M001 given on the plans and specifications approved by the enforcement agency. `c� SO b�2d N 4. 1 reviewed a copy of the Certificate of Compliance approved by the enforcement agency that identifies the specific requirements for the scope of construction or installation identified oh this Certificate of Installation,and I have ensured that the requirements rn� O al a N MECHANICAL FLOOR PLAN M101 u> that apply to the construction or installation have been met. w > r 5. 1 will ensure that a.completed signed copy of this Certificate of installation shall he posted,or made available with the building o Iii o MECHANICAL ROOF PLAN M102 permit(s)issued for the building,and made available to the enforcement agency for all applicable inspections.I understand that a - o' cid Z ' S F Q completed signed copy of this Certificate of Installation is required to be included with the documentation the builder provides toS 3ti1 * co : MECHANICAL SCHEDULES M201 the building owner at occupancy: Responsible Builder/Installer Name: - - - Responsible euBdedinstallersignature: - - MECHANICAL DETAILS M301 Company Mame.. installing subcontractor or General Contractor or Builderownerl Position with company(fittel:. HVAC TITLE'24 M401 Address:- CSLB License:'. _ City/statemp: - Phone - - Date Signed: Row _ Remove l'a5t< STATE OF CALIFORNIA STATE OF CAUFORNIA MECHANICAL VENTILATION AND REHEAT MECHANICAL VENTILATION AND REHEAT ME RC NICHA]-E cA.d Me CNAFORNIA ENERGY COMMISSION CECNRCC-MCKQtt£ Ased O5l1 CALIFGRNUENERGY fAMMI5510N CERTIFICATEOFCOMPUANCE NRCC-MCH-03-E CERTIFICATEOF COMPLIANCE - - - NRCC-MCH-03-E Mechanical Ventilation&Reheat - Page 1 of 2 Mechanlgl Ventilation&Reheat Page 2 of 2 rropnwn,« Nektarluice Bar - v"'rrrywr°' February2017 Nektarjiicesar °"' February2017 A.Mechanical Ventilation and Reheat DOCUMENTATION AIJMOR'S DECLARATION STATEMENT in lieu of this compliance document the required outdoor ventilation rates and.airflows may be shown on the plans or the calculations can be presented in a'spreadsheet.Mechanical Ventilation and L Icertify that this Certificate of Compliance documentation is accurate and complete potemenbtlan.WNMSiPutum: Reheat worksheet available on the Energy Commission's website at.httpJlwww.energycagov/[ide24/2016sbndards/. WamepnYen Aurher xmM:Glenn Bailey Note:In all of the calculations that compare a supply quantity To the REQ'D V.A.quantity,the actual percentage of outdoor air in the supply is ignored. coni lsoww<mre: merdan LLC February 201 Areas in buildings far which natural ventilation is used shouklbeclearly designated.Specifications murtrequire.[hat building operating inst(uttionsinclude explanations of the natural ventilation trAi"Eris c.nir ran Henrlrkmae +p ;ml.t system.. "adr"''6114 Courtland street Suite 100 N/A ACTUAL DESIGN(FROM EQVIPMEm ROOM yAVREHEATED VAYOEAOBANO "'Orlando,FL 32804 PFO0tG07.645.5008- SEHEDUtEEDUlES,ETCj AREABASIS OCCUPANCY BASIS MSU MINIMUM PRIMARY N0.CFM PRIMARYAIRCFM _ RESPONSIBLE PERSON'S DECLARATION STATEMENT al 02 03 04 ns O6 W 08 0 10. 11 12 13 U 1S 16 17 is 19 m 21 l certify the following under penalty Of perjury,under the laws of the Stale of California: - -- --' - - - " -' 1 The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design.or system design Identified an this Certificate of a � — Cam nncelmsponsible c 2is designer).°p3, The energy features and performance specifications,materials,components,and manufactured devices for thebuilding design orsystm design identrfied oathis Certificate ofCompliam ° conform to the requirements of'fine 24,Part land Part 6oftheCalifomia Code of Regulations. E e: B oo gV a 9. The building-design features or system design features identified an thisCertr6cate Otcomdiame are consistent with the information provided on other applicable compliance documents, .8 o w o W z z z $ z O o worksheets,calculations,pians and specifications submitted to the enforcement agency for approval with Mrs building permit application.N c z s s 2 z 3 f S. Iwill ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permn(s)issued for the building,and made avai6ble to the enforcement agency for all applicable inspections.i understand that a completed signed copy of this Cert fkate of Compliance is required to be Included with the documentation the builder provides to the- ERN-1 2,000 2,000 Ya 940 2.23 281 15- 420 PASS building owner at Occupancy. - MW^,uiMeh+W<,xamc Pea°wu?NOeWnersknstun:. - Stacy7.Nenson "'"lnterpian LLC "'H Sumd:Febmiuy 2017 Aaa,e:s:600 eourtland Street,Suite 100 use""36641 Orlando;FL 32804 - °"v" 407.645.5008 0 O c o_ l2 Z Z Z Z 0 STATEOFCAUFORNW STATEOFCAUFORNW MECHANICAL MECHANICAL SYSTEMS r CECNRCGMCH-m{ e,ised 01116 W.IFORMAEt6YGY COMMI55xlN CECNACGMCl401£ eNietl 01!18 CAUFORNWENERSYCOMMISSRIN O CERTIFICATE OF COMPLIANCE NRCC-MCH-til-E. CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E MechaniwiSystems Pagel of 4 Mechanical Systems - Page 2 of4- r'o1'°"""" fielder Juice Bar °"r'"pvi°" 02.10.17 V 02.10.17 U A.MECHANICAL COMPLIANCE DOCUMENTS R,WORKSHEETS(check.box N worksheet is included) B.MECHANICAL HVAC ACCEPTANCE FORMS(check box for required compliance documents) 4 04.26.17 PLANNING CMNTS For detailed instructions on the use of this and all Energy Efficiency Standards compliance farms,refer to the 2016 Nonresidential Manual Test Performed By: U Note:The Enforcement Agency may require al/forms to be incorporated onto the building plans. Deer, - 3 04.17.17 CLARIFICATION o YES NO Komp.Doc./Worksheet#' rtle This compliance documentis to be used by the dimigner and attached to the plant,Listed below are all the acceptancetests;for HVAC systems.The designer is requited to check the applicable business 2 04.12.17 HEALTH COMMENTS 0 G C NRCC-MCH-01-E(Part i of 3) ertificate of Compliance,Declaration.Required on plans for all submittals: for all acceptancetesis that apply and Bit all equipment that requires an acceptance test.All equipment of the same type that requires a test,list the equipment description andthenumber of c G. C NRCC-MCH-01-E(Part 2 of 3) ertificate of Compliance,Required Acceptance Tests(MCH-02-A to 11-A).Required on plans for all submittals. systems. 1 04.12.17 PERMIT COMMENTS d - Instalfingtuntrador. 03.07.17 PERMIT SUBMIT (F C NRCC-MCH-01-E(Part 3 of 3) ertificate of Compliance,Required Acceptance Tests(MCH-12-A to 18-A).Required on plans where applicable, a contractor who installed the equipment is responsible to either conduct the acceptance test themselves crhaft a qualfied entity run the test for them.Nmorethan one person hasresponedility C Ce NRCC-MCH-02-E(Part i of 2) Mechanical Dry Equipment Summary is required for all submittals with Central Air Systems.it is optional on plans., for the acceptance testing,each person shall sign and subma the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsibic 03.02.17 OWNER REVIEW c C1 F,, NRCC-MCH-02-E(Part 2of 2) Mechanical Wet Equipment Summary is required for all submittals with chilled water,hot water or condenser water Enforcement Agency: r systems.It i5 optional on plans. Plancheck-The NRtC-MCH-0i-E compliance document is not considered aTompleted document and K motto be accepted bythebugdmg department unless thecorrect 6oliaare checked; NO DATE REMARKS MechaniwlVentilation and Reheat is required for all submittak.with multiple zone heating and cooling systems. itis Inspector-Before occupancy permit is granted all newly installed process systems must be tested to ensure proper operations. 3 (' C NRCC-MCH-03-E REVISIONS optional on plans. Test Description MCH-02-A MCH-03-A I MCH-04-A MCH-05-A MCH-06-A, MCH-m-A MCH-08-A -MCH-09-A MCH-10-A MCH-11-A w (' NRCC-MCH-07-E(Part i of 2) Power Consumption of Fans. Required on plans where applicable C (; NRCC-MCH-07-E(Part2 of 2) Power Consumption of Fans,Oedaration.Required on plans where applicable Demand Hydronic U Equipment Requiring Testing Single Zone Air Economizer Controlled Supply Fan Varve supply System- Automatic i #ofunits Outdoor Air Distribution water Demand 3 or Verification Unitary Controls Ventilation VAV Leakage Test Variable m Ducts (DCV) Temp.Reset Flow Control Shed{ontroi O ERTU-1 1 Q ❑I ❑ ❑. ❑ ❑ ❑ .❑ ❑. O 0 O w yQ Z 0 O Z Z STATE OF CAUFOMIA STATE OF CALIFORNIA MECHANICAL SYSTEMS MECHANICAL SYSTEMS CECNRCGMCH+01{lReAsed 011/6 '.CmIFORNW'ENERGY COMMISSIW! CE NRCCMCKOI-E ru,Wsed OU163CALIFORNIAENERGYCOMMIBSION CERTIFICATE OFCOMPUANCE NRCC-MCH-O -E CERTIFICATEOFCO'NpUANCE NRCC-MCH.0 -E z Mechanical Systems Page 3 of 4 Mechanical Systems Page 4 a114 ® cj ,q.0 Xwnv ., nn.r2XM1@ MMRMYm: nN r,pvM .. ti Nekter Juice Bar 02.10.37 Nektertuice Barnektal C.MECHANICAL NVAC ACCEPTANCE FORMS(check box for required compliance documents) DOCUMENTATION AUTHORS DECLARATION STATEMENT pry y 1. I certrfythat this Certisrate of Compliance documentation is accurate and complete. JUICE BAR cc Test Performed By: .. oo°,mmlwm Awns,Xxme: onwmemwmAw�u sW"1orc: .. Designer. Glenn Bailey �7 w This complia"cedocumentisto be used by the designer and attached to the plans.Listed below are all Me acceptance tests for HVAC systems.The designer B requirecito check the applicable boxes C0i" Interplan LLC V •• tJ>l for all acceptance tests that apply and list all equipment that requires an acceptance test.All equipment of the same type that requires a best,list the equipmentdescriptron and the number of Aaerm: agrwnseen;suum ssem;doum(eapgwNel: HARBOR VIEW HILLS O systems. 604 Courtland Street 6d installing Contractor: OSA e/an The contractor who installed the equipment is responsible to either conduct the acceptance test themselves or have a qualified entity run the test for them.If more than one person has responsibility Orlando,FL 32804 r.407.645.5008 1620 SAN MIGUEL DR r for the acceptance testing,each person shall sign and submit the Certificate of Acceptance applicable to the Portion of the construction or installation for which they are responsible. RESPONSIBLE PERSON'S DECLARATION STATEMENT O Enforcement Agency: I certify the following under penalty of perjury,under the laws ofthe State of California:. NEWPORT BEACH, CA O Plancheck-The NRCC-MCN-014compliance document is not considered a completed document and is notto be accepted by the building department unless the collect boxes are checked 1. The Information provided on this Certificate of Compliance H true and correct w Inspector-Before Occupancy permit is granted all newly installed process systems must be tested to ensure proper operations. 2. 1 am eligible under Division 3 of the Business and professions Code to accept responsibility for the building design Or system design identified on this Certificate of Compliance(responsible W Test Description MCH-12-A MCH-13-A MCH-14-A MCH-15-A MCH-16-A MCH-17-A MCH-19-A designer). PROJECT NO: 2016.0455 w 3. The energy features and performance specifications,materials,components,and manufactured devices-for the feriditlg design Or system design identified on this Certificate of Compliance r Automatic Fault conform to the requirements of Title 24,Part 1 and Part 6 of the California Cade of Regulations, 'Fault Detection Distributed Thermal Energy e p er Air Condenser DATE: 02.16.2017 i Equipment Requiring Testing or Detection 4. The building design features or system design features Identified on this Certificate of Compliance are consistent with the Information provbed on other applicable compliance documents; Om #of Units &Diagnostics 'Energy Storage Storage(TEs) Temperature Water Reset ECMS Venfltation Diagnostic for worksheets,calculations,acbm,plan signed copy of submitted of theenforcementagency available approval with this builgperpermit application. for Ol(Units Air&Zone DX AC System; 'Systems Reset Controls Controls S. (will ensure thata completed signed copy ofthls Certificate of Complianceshallbemade available wile the buildbgpermitis)issued for the building,and made available to the enforcement � agency for all applicable inspections.i understand that a completed signed copy of Ws Certificate of Compliance Is required to be included with the documentation the builder provides to the o ERTU-1 1 ❑! ❑ ❑ ❑ 2 ❑ ❑ building owner at occupancy- O'"°""Intirplan ccupancy.c'"°""lntirpbn LLL oNe51a"" M 4 0102.10.17 0 Ada"'604 Courtland Street vv"36641 cry sr"x "OriandO,R.32MA °M10" 407.645.50011 HVAC TITLE 24 Oo i CO c CHECKED: AS DRAWN: GAB o PA2017-089 DAVID BOYCE PLUMBING FIXTURE SCHEDULE FOOD SERVICE NOTES PLUMBING LEGEND AJtCHM T FIREMARKS FIXTURE CONNECTIONS MODIFICATION OF EXISTING FIRE MARK FIXTURE TYPE MANUFACTURER DESCRIPTION N0. CW HW W V PROTECTION SYSTEM 1. ALL SERVICE LINES FOR WATER SIZED TO PROVIDE FULL FLOW VOLUME FOR ALL ITEMS DIRECTION OF FLOW IN PIPE Fl FURNISH ADA CLOSET & TANK, ADA 16-1 SUPPLIED ON RESPECTIVE MAINS AND BRANCHES. IDENTIFY ALL LINES WITH PERMANENT PITCH PIPE DOWN IN DIRECTION OF ARROW WC-1 HANDICAP WATER AMERICAN STD. # 2377.100 ,1.6 GPF ® /2" HIGH. LABELS FOR THE SERVICE THEY PROVIDE. TANK WATER CLOSET. PRESSURE 12" ROUGH - IN FURNISH WITH POLISHED CHROME 1- THE WET SPRINKLER WET SPRINKLER SYSTEM SHALL BE INSTALLED IN -vti PIPE UP CLOSET 1/2" --' 3" 2" FLUSH ACTUATOR. COLOR: BISQUE.. OPEN FRONT SEAT, ASSISTED SIPHON JET. WHITE ACCORDANCE WITH NFPA #13R (LATEST EDITION) AND NFPA #14 (LATEST 2. ALL HOT AND COLD WATER SERVICE LINES, EXCEPT SHORT BRANCHES EXTENDED AND VITREOUS CHINA ELONGATED BOWL. INTEGRAL BUMPERS. EXTERNAL CHECK HINGES WITH EDITION), CONNECTED TO FIXTURES, SHALL BE INSULATED. ALL EXPOSED INSULATED LINES SHALL BE C O PIPE DOWN STAINLESS STEEL POSTS. COLOR: BISQUE. HOSE STREAM TO MEET OR EXCEED THE REQUIREMENTS OF NFPA #13 COVERED WITH PROTECTIVE COVERING TO SUIT THE APPLICATION. AND NFPA#20,AND 24. $ EXPANSION JOINT AMERICAN STD. # 0355.012. ADA CONCEALED ARM HANGER. FAUCET HOLES AT 4" 3. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT, BELOW 604 COURTLAND STREET LAV-1 HANDICAP WALL COMPLIANT LAVATORY. WHITE VITREOUS ®CENTERS. PROVIDE WITH CONCEALED ARM CARRIER 2- THESE DRAWINGS ARE PERFORMANCE SPECIFICATION ONLY AND ARE ONLY EQUIPMENT, SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATION ABOVE FLOOR, TO �-- FLEXIBLE PIPE CONNECTOR HUNG LAVATORY CHINA, WALL HUNG LAVATORY. INTENDED TO CONVEY THE GENERAL SCOPE OF WORK AS DEFINED IN THE PROVIDE CLEARANCE FOR CLEARING. NO LINES SHALL LAY ON FLOOR. SUITE 100 MOUNT TOP OF RIM AT 34"AFF. CHICAGO FAUCET #802, SOF-- BALL VALVE ORLANDO, FLORIDA 32804 20"X18 WITH 4" BACK. 4" SPOUT , METAL LEVER HANDLES, AND QUATURN CART. DRAWINGS. IT IS THE RESPONSIBILITY THE FIRE FIRE SPRINKLER CONTRACTOR 4. ALL PIPING ROUTED THROUGH OR NEAR EQUIPMENT OR COUNTERS SHALL NOT INTERFERE PH 407.645.5008 THE AUTHORITY HAVING JURISDICTION AS DEFINED IN WORKING PLLANS.ANS.09NS TO SUBMIT SIGNED AND SEALED DRAWINGS AND HYDRAULIC CAL TO WITH THE INTENDED USE OF, OR SERVICING OF, EQUIPMENT OR COUNTERS. Ty CHECK VALVE, HORIZONTAL SWING FX 407.629.9124 MODEL 008, 1/25 HP.120 V,1 PH 5. ALL EXPOSED PIPING AND FITTINGS SHALL BE CHROME PLATED OR STAINLESS STEEL. TAIL -�- GATE VALVE RP-1 RECIRC. PUMP TACO CARTRIDGE RE-CIRCULATOR 1" PIECES FOR SINKS SHALL BE 17 GAUGE CHROME PLATED FLARED BRASS TUBING FOR SEAL: 3- THE CONTRACTOR SHALL PROVIDE ALL MATERIAL LABOR, TRUCKING,HOISTING. I�I BUTTERFLY VALVE iN58AE6NNR3'NOT FOR CONSTRUCTION'AAI�S ZURN MODEL NO. Z1021ENGINEERING SCAFFOLDING POWER HOOK UP'S PROTECTION SHOP DRAWINGS, CONNECTION TO 1-1/2" I.P.S. MALE THREAD FITTING. "P" TRAPS SHALL BE CHROME PLATED rEwseorttcraer�nuesRRUTee�uiouuewetuw. TP-1 TRAP PRIMER WATER SAVER TRAP PRIMER 1/2" --- 1 1/2" --- LAYOUT , EQUIPMENTS, SUPERVISION, INSURANCE,ETC. NECESSARY FOR THE BRASS, UNIFORM CODE PATTERN. CEJ GLOBE VALVE TYPE N STRAINER. PROVIDE WITH COMPLETE BODY FURNISHING AND INSTALLATION OF ALL SPECIFIED AND RELATED WORK IN w BACKWATER VALVE FD-1 FLOOR DRAIN ZURN MODEL #Z-415 3" 2" ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. 6. STOPS SHALL BE FURNISHED AND INSTALLED ON ALL HOT AND COLD WATER LINES AT ASSEMBLY WITH TRAP PRIMER CONNECTION. EQUIPMENT. PROVIDE ALL REQUIRED SHUT-OFF VALVES, CHROME FINISH. cet BALANCING VALVE NEeR i biy e FS-1 FLOOR SINK J.R.SMITH 3000 SERIES --- --- 3" 2" TYPE "K" FLOOR SINK IN KITCHEN AND FOOD SERVICE 4- THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, APPLY FOR ALL PERMITS AREAS SHALL BE J.R. SMITH 3000 SERIES WITHAND PAY ALL GOVERNMENTAL TAXES, FEES AND SEAL ALL NECESSARY PLANS ALL 7. KITCHEN EQUIPMENT DIVISION SHALL PROVIDE ALL FOOD SERVICE EQUIPMENT FAUCETS. a CHECK VALVE ' SEDIMENT BUCKET AND 12 1/2" NICKEL BRONZE DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS FORM ALL DEPARTMENTS PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT. EQUIPMENT SINKS ARE PROVIDED 6a DIAPHRAGM VALVE y p z N SQUARE TOP 10" DEEP 1/2 GRATE. SEE PLAN FOR HAVING JURISDICTION. OBTAIN ALL REQUIRED CERTIFICATIONS OF INSPECTION FOR WITH 1-1/2" WASTE CONNECTIONS. HIS/HER WORK AND DELIVER SAME TO THE OWNER BEFORE REQUEST FOE 1 GAS COCK VALVE od7Jd z LOCATION. / 8. ALL WASTES, DIRECT OR INDIRECT, SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING o LOHis tie ACCEPTANCE AND FINAL PAYMENT FOR THE WORK. -colt- HOSE END DRAIN VALVE CONTRACTOR EXCEPT AS NOTED ON UTILITY PLANS. d� s �3a � FCO FLOOR CLEANOUT ZURN MODEL #1454 --- --- --- --- SIZE PER PIPING LATERAL, 4" MAX. 5- THE CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES. CONTRACTOR -�� VALVE IN VERTICAL �1si TO COORDINATE FIRE PROTECTION EQUIPMENT LOCATIONS TO AVOID LIGHTS AND AIR 9. MINIMUM SIZE INDIRECT WASTES SHALL BE 1", REGARDLESS OF SIZE OF CONNECTION AT SIH- UNION WCO WALL CLEANOUT ZURN MODEL #Z-1446 C/W --- - 4" ___ USED HEADPLUG POLISH S.S. COVER & DIFFUSERS. EQUIPMENT. VANDAL PROOF SCREW 6- PIPE MATERIAL AND HANGERS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE PRESSURE REDUCING VALVE __ UNDER RESTROOM LAVS AND HAND SINKS. WITH LATEST EDITION OF NFPA #13R. 10. ADEQUATE CLEANOUT PROVISION SHALL MADE FOR ALL WASTE LINES BY MEANS OF TMV MIXING VALVE WATT'S #1170 -QC-M2. --- --- --- - PLUGGED "T" FITTING EXTENDED TO ACCESSIBLE POSITION. SWING CHECK VALVE 7- IT IS THE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE11. DRAIN LINES FROM COLD STORAGE ROOM EVAPORATORS TO DRAIN LOCATIONS ARE EXISTING -~~ SPRING CHECK VALVE SPRINKLER COVERAGE IN AREAS OUTSIDE SCOPE OF WORK THAT BECOME UNPROTECTED BY EXISTING SPRINKLERS DUE TO NEW CONSTRUCTION. TO REMAIN. ria SPECIAL GATE VALVE 12. WATER SERVICES FOR PORTABLE AND COUNTER TOP APPLIANCES SHALL BE CONNECTED TO SPECIAL GATE VALVE 8- THE SPRINKLER SYSTEM SHALL BE WET PIPE FOR LIGHT HAZARD OCCUPANCY EQUIPMENT WITH STAINLESS STEEL FLEXIBLE HOSES AND QUICK DISCONNECT FITTINGS. AND SHALL BE HYDRAULICALLY CALCULATED PER NFPA #13R AS A DENSITY OF WATER HOSES SHALL BE COVERED WITH A THICK FIRE RESISTANT PLASTIC OR POLY C HOSE END VALVE 0.10 gpm/sq.ft. OVER THE MOST REMOTE 1500 sq.ft. SPRINKLER SHALL HAVE COATING. A TEMPERATURE RATING OF 155'F AND THE SPACING SHALL BE 225 sq.ft. -SAN- SANITARY SEWER (BELOW GRADE) INCLUDE A FIRE HOSE ALLOWANCE OF 100 GPM. 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH KITCHEN CONSULTANT DRAWINGS FOR --- DOMESTIC COLD WATER (CWS) ROUGH IN LOCATIONS, SIZES AND HOOK-UP REQUIREMENTS FOR ALL KITCHEN EQUIPMENT. -__- DOMESTIC HOT WATER (HWS) EXPANSION TANK SCHEDULE 9- HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE FIRE MARSHAL ROUGH IN EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS. OFFICE FOR REVIEW AND APPROVAL - DOMESTIC HOT WATER RETURN (HWR) . ---- MANUFACTURER MODEL NO. SERVING MAX. WORKING TOTAL VOLUME TANK DIAMETER TANK HEIGHT FIRE PROTECTION SYSTEMS SHALL NOT BE INSTALLED UNTIL THE PLANS - TW- DOMESTIC TEMPERED HOT WATER PRESSURE (PSIG) (GALLONS) (INCHES) (INCHES) HAVE BEEN APPROVED BY REVIEWER. ET-1 AMTROL THERM-X-TROL ST-5 EWH-1 150 1 2.0 1 8 1 12.5 --CD-- CONDENSATE DRAIN (BELOW GRADE) CLEWUT NOTE: -CD- CONDENSATE DRAIN (ABOVE GRADE) CLEANOUTS SHALL BE PROVIDED AT THE LOCATIONS INDICATED AND A MINIMUM WHERE REQUIRED -GR- GREASE SEWER (BELOW GRADE) BY CODE . FLOOR CLEANOUTS SHALL BE A MINIMUM OF 4" AND SHALL BE COMPLETE WITH A --SCW - SOFT COLD WATER FLUSH PLUG AND REMOVABLE SCORIATED BRONZE FLOOR PLATE, PROVIDE CARPET BUTTONS IN CARPETED AREAS. VENT - GAS LINE (ABOVE GRADE) OF FIXTURE / EQUIPMENT SCHEDULE TOINT EXISTING CONNECTION NEW POINT OF DISCONNECT. NO. QTY. DESCRIPTION MANUFACTURER MODEL REMARKS GENERAL NOTES HB HOSE BIB 7 1 CHILL MACHINE li FS-1 (FLOOR SINK 1/2 GRATE) 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED FD ❑ FLOOR DRAIN 40 1 WATER HEATER AMERICAN WATER HEATER G51 -50T50-4N EXISTING GAS WATER HEATER. 50 GALLON, BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. HD O HUB DRAIN 50000 BTU/HR INPUT. RECOVERY RATE OF 54 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND TD® TRENCH DRAIN GPH AT A 90 DEGREE FAHRENHEIT RISE. REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION FLOOR CLEANOUT d SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE c 41 .1 1 MOP SINK ZURN Z1996-24 24" x 24" x 10" - WITH CHEMICAL STORAGE SHELF SITE. CLEANOUT a 41 .2 1 MOP SINK FAUCET ----- ----- SEE SCHEDULE 3. ALL SANITARY PIPING SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS OTHERWISE NOTED. EXTERIOR CLEANOUT 42.1 1 3-COMP SINK GSW SE18183D 3 DRAIN 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS. -�I HORIZONTAL CLEANOUT z 42.2 1 FAUCET FOR 3-COMP SINK W PRE-RINSE EQUIP 5PR-8W12 ADD ON PRE-RINSE 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, ABBREVIATIONS 43 2 HAND SINK W FAUCET ------ ----- WALL MOUNTED WITH SIDE SPLASHES UNLESS OTHERWISE INDICATED ON DRAWINGS. o AD ACCESS DOOR 45.1 1 1 -COMP PREP SINK GSW SE18181 L 1 DRAIN - GLASS FILLER - WATER FILTER 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. AFF ABOVE FINISHED FLOOR 2 45.2 1 FAUCET FOR 1 -COMP PREP SINK KROWNE 12-808L 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND APPROX APPROXIMATELY z CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY ARCH ARCHITECTURAL 4 04.26.17 PLANNING CMNTS o 50 1 GLASS FILLER EQUIP 5GF-W-F DISCREPANCIES. AUTO AUTOMATIC 3 04.17.1.7 CLARIFICATION 9 51 2 WATER FILTER SUPERA IF-C8F10 BLDG BUILDING 2 04.12.17 HEALTH COMMENTS 8. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. CD CONDENSATE DRAIN 1 04.12.17 PERMIT COMMENTS c 53 4 SINK DRAIN T&S BRASS B-3950 ----- CLG CEILING 03.07.17 PERMIT SUBMIT 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING 54 1 -TICE MAKER ICE-O-MATIC ICEU220 WATER FILTER INTEGRITY OF ALL PIPING AND PENETRATIONS. CO CLEAN-OUT 03.02.17 OWNER REVIEW COND CONDENSATE OR CONDENSER NO DATE REMARKS c 10. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. CONT CONTINUATION. REVISIONS CMU CONCRETE MASONRY UNIT is 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES CW COLD WATER (CITY) 3 FIELD VERIFY ALL CONDITIONS FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. EL ELEVATION o 12. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL NOT BE MADE WITH FITTINGS WHICH ELEC ELECTRIC g WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER 'F DEGREES FAHRENHEIT NOTE! AS NOTED IN THE SPECIFICATIONS, ALL WIRING LAYOUTS, PIPING ADVERSE EFFECT UNLESS PHYSICALLY IMPOSSIBLE (IE: USE OF SANITARY TEE IN A ECO EXTERIOR CLEANOUT LAYOUTS AND DUCT LAYOUTS ARE SCHEMATIC. EXACT LOCATIONS SHALL BE HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, INF CO BY THE CONSTRUCTION AND STRUCTURE OF THE BUILDING GENERAL, USE OF SHORT-RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK FCO FLOOR CLEANOUT AND SHALL BE VERIFIED AND COORDINATED IN THE FIELD. EACH TRADEFD FLOOR DRAIN CONTRACTOR SHALL VERIFY WITH THE GENERAL CONTRACTOR THAT HE HAS CONNECTION). THOROUGHLY REVIEWED AND COORDINATED ALL LOCATIONS AND ROUTINGS GAL GALLONS o 13. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL GPH GALLONS PER HOUR s WITH ALL OTHER TRADES PRIOR TO FABRICATION OF CONDUITS, DUCTS, OR SANITATION FOUNDATION. o PIPING, AND START OF INSTALLATION OF SAME (INCLUDING SPRINKLER GPM GALLONS PER MINUTE 10 PIPING WHEN PRESENT ON JOB). ANY INSTALLATION OR CONSTRUCTION 14. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NONACCESSIBLE HB HOSE BIBB w CONFLICTS WHICH OCCUR IN THE FIELD SHALL BE RESOLVED BY THE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. TRADE CONTRACTOR TO THE SATISFACTION OF THE OWNER AND ARCHITECT HD HEAD AND AT NO EXPENSE TO THE OWNER, ARCHITECT AND/OR GENERAL CONTRACTOR. 15. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HW HOT WATER HEIGHTS, AND DIMENSIONS. HR HOUR INV INVERT ELEVATION z 16. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SANITARY LINES TO WHICH NEW SEWER r THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER LBS POUNDS PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. MIN MINIMUM ' kne t8 c DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER 17. ALL VENTS THROUGH ROOF SHALL BE MIN. 10'-0" FROM ANY AIR INTAKES. NC NORMALLY CLOSED JUICE EAR a BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS NIC NOT IN CONTRACT r COST. 18. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. NO NORMALLY OPEN NTS NOTA SCALE HARBOR VIEW HILLS 19. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT 1620 SAN MIGUEL DR BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE PSI POUNDS PER SQUARE INCH 0 CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. PVC POLYVINYL CHLORIDE NEWPORT BEACH, CA g FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING R RISE w CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE REQ'D REQUIRED w CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY PROJECT NO: 2016.0455 r APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN RM ROOM DATE: 02.16.2017 INTENT. SAN SANITARY m 0 SPEC SPECIFICATION a 0 TEMP TEMPERATURE Pi 00 TYP TYPICAL s V VENT LINE VTR VENT THRU ROOF LEGEND AND GENERAL O NOTES W/ WITH 0 WCO WALL CLEANOUT CHECKED:PD DRAWN: PH � PA2017-089 DAVID BOYCE ## UNDERGROUND PLAN KEY NOTES: GENERAL PLAN NOTES: ARCH=Cr 1. THE INSTALLATION OF THE PLUMBING SYSTEMS SHALL BE 1. OVERHEAD PIPING FOR COOLER CONDENSATE. PROVIDE HEAT COORDINATED WITH ALL ELECTRICAL AND MECHANICAL TRACE AND 1" INSULATION. REFER TO DETAIL ON SHEET P201 EQUIPMENT, AND STRUCTURAL SLAB AND FRAMING. FOR MORE INFORMATION. 2. REFER TO PLUMBING SHEET P100 FOR PLUMBING FIXTURE AND 2. PLUMBING CONTRACTOR SHALL FIELD VERIFY LOCATION OF EQUIPMENT SCHEDULES INCLUDING SPECIFICATIONS AND EXISTING SANITARY PIPING, DIRECTION OF FLOW, AND SIZE OF ROUGH-IN SIZES. INVERT, PRIOR TO ANY PLUMBING NEW CONNECTION. NOTIFY THE ENGINEER IF INVERT CAN NOT BE MET. 3. REFER TO ARCHITECTURAL SHEET A501 FOR FOOD SERVICE 3. CONNECT NEW VENT SYSTEM TO EXISTING 3" VENT THROUGH EQUIPMENT FIXTURE SCHEDULE. 604 COURTLAND STREET ROOF. MAINTAIN A MINIMUM 10'-0" CLEARANCE FROM ALL UNIT 4. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUITE 100 FRESH AIR INTAKES. COMPLETE INSTALLATION OF ALL DRAIN LINES FROM KITCHEN ORLANDO, FLORIDA 32804 EQUIPMENT. ALL INDIRECT DRAIN LINES SHALL BE INSTALLED PH 407.645.5008 4. PROVIDE FLOOR DRAIN WITH TRAP PRIMER. WITH APPROVED AIR GAPS. FX 407.629.9124 42.1 42. 53 5. PROVIDE NEW FLOOR SINK 5. ALL WALL PIPING STUB-OUTS SHALL BE SECURELY TIED TO THE x3 STRUCTURE WITH SUFFICIENT BACKING TO ELIMINATE MOVEMENT. SEAL: FINAL CONNECTIONS TO KITCHEN SINKS SHALL BE HARD PIPED. sae&WIS"NOTFOR CONSrnucION-UN03 i■■CIliEfl®6■pY86SSIC■iAG111i5■IIPPFAA BFIiN. WF - g45. < FOOT IN THE DIRECTION OF FLOW, OR AS REQUIRED BY LOCAL 4CODE. 45. 4 51 55 FD-i TP-1 7. ALL OPENINGS IN DWV SYSTEMS RESULTING FROM INSTALLATIONR CONTRACTOR TO VERIFY 2 53 - 'Z ROUGH-IN SHALL BE PROTECTED WITH A TEST PLUG THAT IS �`'G\N Ilk N TP-1 FC SECURELY LOCKED IN PLACE UNTIL FINAL FINISHED DIRECTION N FLOW OF o o a LANDLORD NOTES. CONNECTIONS ARE INSTALLED. EXISTING SANITARY LINE PRIOR 5 N o `n = LL C" TO BEGINNING ANY WORK. BACK OF HOUSE I 51 LL > a o 105 I FS-1 _ 5 1. ROOFTOP HVAC ELECTRICAL CONDUIT AND CONDENSATE LINES MUST 8. PLUMBING CONTRACTOR TO ARRANGE AND PAY FOR ALL 54 IMMEDIATELY PENETRATE ROOF AND RUN ALONG THE UNDERSIDE OF REQUIRED FEES, PERMITS, AND MISCELLANEOUS COSTS o, � fOtlis 5�P 41'1 S-1 43 7 SEATING THE ROOF STRUCTURE. ALL CONDENSATE DRAINS MUST RUN INSIDE ASSOCIATED WITH THE PLUMBING WORK PER LOCAL PLUMBING d��sl�aa 41. 2 I O' 100 TENANT'S PREMISES AND DRAIN TO EITHER A FLOOR SINK OR MOP • CODES. x I FCa �/� � F3-1 0 SINK INSIDE TENANT'S PREMISES. 9. ALL HANDICAPPED ACCESSIBLE WATER CLOSETS SHALL HAVE THE 101 2. EQUIPMENT AND VENTS CANNOT BE HIGHER THAN THE PARAPHET FLUSHING HANDLE ON THE WIDE SIDE OF THE HANDICAPPED 1 WALL IN THE ROOF WELL AREA. ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. - --� - --- - 3. ALL ROOF EQUIPMENT, VENTS, AND ASSOCIATED CONDUIT LINES 10. NO NTE PIPING SHALL BE INSTALLED ABOVE THE EXISTING LOCATION 44 I I INSTALLED DURING THE TENANT IMPROVEMENT CONSTRUCTION ON OF INTERIOR ELECTRICAL PANEL(S). x ( n n THE ROOF MUST BE PAINTED TO MATCH EXISTING EQUIPMENT. ❑ I z FD-1 j JAI (�� a�° 11. ALL FLOOR DRAINS AND FLOOR SINKS ARE PROVIDED BY THE w __ TP-1 HALLWAY oro ur -i u� PLUMBING CONTRACTOR. 4x60-718s C006ER 24x60-7/86 I V-1 RESTROOM 102 12. ® DENOTES KITCHEN EQUIPMENT. REFER TO PLUMBING SHEET 104 P100 FOR FURTHER INFORMATION. (E)3" VTR IL3 NORTH UNDERGROUND PLUMBING FLOOR PLAN SCALE: 114" = 1'-0" ■ ■ ■ ■ ■ ® ABOVE GROUND PLAN KEY NOTES: ci 1. CONTRACTOR TO CONNECT NEW 1" DOMESTIC WATER SERVICE TO m EXISTING WATER PIPING STUB ABOVE CEILING. FIELD VERIFY o LOCATION. PROVIDE NEW 1" RPZ. w a 2. RECIRC. PUMP SHALL BE LOCATED IN AN ACCESSIBLE LOCATION. z 3. PROVIDE MIXING VALVE WATT'S SERIES TO LAVS AND SINKS. 10 9 6 1 5 3 4. NO NEW PIPING SHALL BE INSTALLED ABOVE THE PROPOSED o RECONNECT NEW SUPPLY LOCATION OF INTERIOR ELECTRICAL PANEL(S). z LINES TO EXISTING WATER 4 HEATER DURING TENANT 5. ROUTE 1/2" CW DN IN WALL. STUB OUT TO WATER FILTER U BUILD-OUT. CONNECTION FOR GLASS FILLER. 4 04.26.17 PLANNING CMNTS o 3 04.17.17 CLARIFICATION 6. PROVIDE WATER SHOCK ARRESTORS AT TOP OF EACH H&CW. o 40 10 9 6 3 42. 42. 53 x3 2 04.12.17 HEALTH COMMENTS 7. PROVIDE ADDITIONAL WATER SUPPLY WITH SHUTOFF VALVE FOR 1 04.12.17 PERMIT COMMENTS c EXISTING 3/4" P&T VALVES SERVING MOP SINK CHEMICAL SYSTEM. DO NOT CONNECT CHEMICAL SYSTEM 03.07.17 PERMIT SUBMIT EXISTING GAS WATER HEATER ARE - TO MOP SINK FAUCET. PROVIDE WITH BACK FLOW PREVENTOR. EXISTING AND TO REMAIN, I 12 a 03.02.17 OWNER REVIEW a TERMINATING ON EXTERIOR WALL OF (. 8. 1/2" COLD WATER DOWN TO FIXTURE. No DATE REMARKS c BUILDING. --- ; 1"CW 51 Pl 3 a 9. 3/4" HOT AND COLD WATER DOWN TO FIXTURE. REVISIONS 10. PROVIDE CHECK VALVES TO 3-COMP, MOP SINK AND PREP SINK 3 3/4"HW&CW 2❑ RP-1 1"HW 3/4"HW 11. ROUTE 3/4" CW DN IN WALL. STUB OUT TO WATER FILTER BACK OF HOUSE JUICING/BLEN I CONNECTION FOR ICE MACHINE. c 105 43 6 /4 '3/4" W 9 101 12. GAS WATER HEATER IS EXISTING AND TO REMAIN. CONTRACTOR TO o 41'1 PROVIDE ADDITIONAL PIPING AS REQUIRED TO MAKE FINAL ti C) m O SEATING CONNECTIONS TO NEW PLUMBING DESIGN. REFER TO DETAIL ON 41. 100 P201 FOR MORE INFORMATION. Z O U X 13. PROVIDE WATER SHOCK ARRESTOR AT TOP OF CW FOR WATER WC-1 1H 11 51 54 CLOSET. 9 w MOUNT NEW t" RPZ ABOVE MOP COOLER SINK. a 106 1 13 R STROOM i WATER HEATER SIZING CALCULATION Q 3/4"CW 104 ��£ 1t i �� s HALLWAY ��O �� °�O 102 EQUIPMENT TYPE QTY. GALLONS/HOUR/DAY TOTALS OPERATIONAL NON-OPERATIONAL 24 x 60-7186 24 X 60-7/86 9 6 3 TOTAL TOTALnekter y _1 * SINGLE FOOD PREP SINK 1 5 5 0 JUICE_ EAR a * 3-COMPARTMENT POT SINK 1 30 30 0 30 * JANITOR'S SINK HARBOR VIEW HILLS 1 (E) 1" GW t 15 15 o 15 1620 SAN MIGUEL DR r HAND SINK 2 5 10 10 0 NEWPORT BEACH, CA 0 U N LAVATORY 1 5 5 5 0 y PROJECT NO: 2016.0455 c NORM TOTAL 65 GPH 15 GPH 50 GPH DATE: 02.16.2017 Q o TOTAL x 8010 FOR SINGLE USE UTENSILS 12 GPH 40 GPH 2 ABOVE GROUND PLUMBING FLOOR PLAN * FIXTURE IS NOT USED DURING OPERATIONAL HOURS P 101 SCALE: 114" = 1'-O" WATER HEATER SELECTION: EXISTING GAS WATER HEATER. AMERICAN WATER HEATER COMPANY, 50 s GALLON, 50000 BTU/HR INPUT. RECOVERY RATE OF 54 GPH AT A 90 DEGREE FAHRENHEIT RISE. PLUMBING PLANS pO `x r 3 CHECKED: PD DRAWN: PH 40 PA2017-089 /► IF BRANCH IS GREATER IF HORIZONTAL DAVID BOYCE THAN 20' LONG, PROVIDE BRANCH IS LES SECURE SECURE PIPE HANGER TO STRUCTURE (TYP)� ALL-THREAD ROD. ANOTHER WHA IN MIDDLE, THAN 20' LONG, LENGTH AS PDI i (INSTALL PER PDI EACH SIZED FOR HALF PROVIDE ONE WHA THREADED STEEL ROD WITH NUT AND WASHER �- REQUIRED FOR PIPE � NEW SLAB SIZE STANDARDS AND THE FIXTURE UNITS. AT END OF LINE SLOPE (TYP.) 1. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN „A„ MANUFACTURER'S BOTH SIDES (TYP) HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE 6x6x10/10 W.W.M. INSTRUCTIONS. CLEVIS HANGER, SHOWN FOR CLARITY. SIZE CLEVIS HANGER, SHOWN FOR PENETRATE VAPOR BARRIER. HANGER FOR COLD PIPE OUTSIDE DIAMETER CLARITY. SIZE HANGER FOR TOP BEAM C-CLAMP 2. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. EXIST. ADJACENT [F STEEL BAR JOIST 3. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. 4 4 4" 4" SLAB SINGLE FIXTURE MULTIPLE FIXTURES PLUS INSULATION THICKNESS. DO NOT JO PIPE OUTSIDE DIAMETER CLEVIS HANGER PENETRATE INSULATION WITH HANGER FOR PIPE OVER ADJUSTABLE BAND 4. HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12' 3"=11' SIZE SIZE UNIT LOA FIXTURE UNIT TABULATION FOUR INCHES HANGER FOR PIPING 2-1/2"=10' 2"=9' 1-1/2"=8' 1-1/4"=7' i"=6' 3/4"=6' 1/2"=5'. DI PIPE FIXTURE FIXTURE OL FOUR INCHES OR LESS 5. CAST IRON: 10' AND ONE NEAR ALL JOINTS. <" D E COLD HOT =IIS-. - 6. STEEL: 4'=14' 3"=12' 2-1/2"=11' 2"=10' 1-1/2"=9' 1"=7' 3/4"=6' °<, a .cat. _ � A 1/2" 7-11 VALVE WATER CLOSET 10 -- 604 COURTLAND STREET 1/2"=5' SUITE 100 '" B 3/4" 12-32 TANK WATER CLOSET 5 -- PROVIDE COPPER 7. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF / ORLANDO, FLORIDA 32804 PROVIDE GALVANIZED STEEL OR NON-METALLIC PIPE. C i" 33-60 URINAL 5 __ PH 407.645.5008 PROVIDE A SECTION OF HIGH DENSITY SADDLE FOR ALL INSULATED COATING WHERE 8. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF FX 407.629.9124 PIPE LARGER THAN 3 #4 REBAR x8" 18" INSULATION OR STYROFOAM BILLETS AT EACH /4 HANGERS CONTACT REQUIRED. D 1-1/4" 61-113 LAVATORY/SINK 1.5 1.5 VERIFY INSULATION THICKNESS MIN. 4,000 P.S.I. CONIC. O.C. MIN. 4" HANGER OF COLD INSULATED PIPE BARE COPPER WIRE 9. LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. SLAB INFILL DEPTH TO EMBEDMENT HILTI WHEN SIZING HANGERS. E 1-1/2" 114-154 JANITOR'S SINK 3 3 SEAL: CUT INSULATION TO FIT 10. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER MATCH EXIST. HY750 ADHESIVE TUDIMM■■IS'NOT FOR CONSTRUCTION'MMUSS PROVIDE SHORT INSULATION SHIELD FOR VELOCITY. AROUND HANGER. SEAL ANCHOR SYSTEM' F 2" 154-330 SHOWER/BATHTUB 2 2 ���■������ �• LAPPING INSULATION JACKET OVER HIGH INSULATION NDS 11. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. NEW WASTE LINE EXPOSED SULA E DENSITY INSULATION OR STYROFOAM BILLETS. WITH JOINT SEALANT 12. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. DO NOT PROVIDE AIR CHAMBERS, PROVIDE WATER HAMMER ARRESTERS BY SIOUX MAINTAIN VAPOR BARRIER ""' "'` REFER TO CODES FOR FURTHER INFORMATION. CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON EER 4( COLD PIPE HOT PIPE 6 MIL VIZQUEEN BARRIER W/ 4° AND 0-RING CONSTRUCTION, HAVING PDI #WH-201, ASSE # 1010 AND ANSI # wN �1 ¢ COMPACTED GRANULAR BASE BELOW A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER ON d� N REFER TO SPECIFICATIONS FOR INSULATION TYPES, INSULATION THICKNESSES, HANGER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE a M� TYPES, HANGER ROD CONNECTIONS TO STRUCTURE AND HANGER SPACING. UNITS AS u o LL e.M SHOWN ON THE DRAWINGS. AND/OR PER THE TABLES SHOWN ABOVE. odbubVu�y�`�m 10 INSULATED PIPE HANGER DETAIL NTS �2 PIPE HANGER DETAIL NTS O3 SLAB REPAIR DETAIL NTS (DWATER HAMMER ARRESTORS DETAIL NTS ��d� 5 ���81938 PROVIDE CLEANOUT TEE WITH SCREWED COUNTER- I I COLUMN OR PARTITION AS SUNK ABS PLASTIC PLUG: I t SHOWN ON FLOOR PLAN PROVIDE CLEANOUTS IN TURNS/ENDS TAPERED-THREAD WITH 2" VENT IN WALL` OF PIPE. USE DWV FITTINGS IF SIZE TFE JOINT COMPOUND. I j IS LARGER THAN 1". DISCHARGE INTO GRATE OF d DRAIN LINE TOP OF STRAINER TO BE THREE COMPARTMENT SINKFLOOR SINK WITH AIR GAP FLUSH WITH FINISHED FLOOR, FIN. FLOOR COVER WHERE CLEANOUT TEE IS — LL BE SUFFICFICIENT TO REMOVE COORDINATE WITH FINISHED FLOOR ON E CLEA � � � CLEANOUT FACE SHA GRATE AND STRAINER. I FINISHED FLOOR ARCHITECTURAL PLANS REQUIRED SETTING BED "_ : '�:.•< • ,::, :.:, ;: CONCEALED IN A CHASE OR a AIR INTAKE FLOOR GRATE —�— t I WITHIN 4" OF WALL V MINIMUM GAP = TWICE PIPE (SEE ARCHITECTURAL (SEE ARCHITECTURAL FOR PARTITION, PROVIDE A z c3 1 1 SURFACE. PROVIDE PIPE SLOPE PIPE AS MUCH A —� CUT OFF EXCESSIVE i ':+Y. '; •,,` ROUND 18 GAUGE DIAMETER. I i I PLANS FOR FLOOR FLOOR SLOPES) +:.:.'.;:.:.,.:.:, .. .: o I EXTENSION IF REQUIRED. CLEANOUTS IN POSSIBLE TOWARD MOUNT FLUSH RING IF REQUIRED. STAINLESS STEEL COVER N ENDS OF PIPE. DISCHARGE. w FLOOR SLOPES "'' ..:` " ; ID I / I ! )� FLATHEAD MACHINE SCREW. ••. • «: • ,. WITH BEVELED EDGES AND AIR GAP=2X"d" "` "" "' "' ADJUSTABLE CLEANOUT MAKE CONNECTION TO DRAIN HEAD ADJUSTING COLLAR , a - CLEANOUT PLUG AND PVC RISER F.S. EQUIPMENT AS REQUIRED. TRAP PRIMER BODY, SEE SPECS. FLOOR MAKE PIPE MINIMUM ONE SIZE LARGER THAN o v o .. °. °' °;6. ° CONNECTION CONCRETE FLOOR REFER TO PLUMBING FIXTURE 7 O DO. . O O'.O, "O.. . O 4.. .., PROVIDE TRAP AND 6' o.. p" o, o a 2" COPPER PIPE EQUIPMENT CONNECTION, MINIMUM 3/4". ° v v o: q. (WHEN VC 1/8 BEND Ste' SCHEDULE FOR FURTHER HIGH PIPE VENT OPEN TO INFORMATION. USE "M" OR "L" HARD COPPER UP TO 1" °'o._• 'o ABS DOME STRAINER .oa� a a< REQU ED) FULL SI MAX ATMOSPHERE WHEN DRAIN R SIZE, 4" AND TYPE DWV FOR LARGER. ' I - PVC WYE (WYE WITH 3" WASTE LINE IS LONGER THAN 5' DRAIN BODY REDUCING BRANCH IF O., Q o �' °. I • v v _- o. '.' MAIN IS OVER 4") PROVIDE WCO AT BASE OF ALL RAIN-LEADER DOWNSPOUTS. TO SANITARY I ° 'A PIPE PLUG IF END PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. INSIDE CAULK OF LINE WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED IN FOOD SERVICE I - LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. COPPER FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. DRAIN SUPPORT STRAP FLOW X CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. PIPE, FITINGS AND CONNECTORS ALL AROUND SINK AND I - - y TRAP. CONNECT TRAP FROM CENTER COMPARTMENT. v `� O5 (3) COMPARTMENT SINKS DETAIL NTS O6 INDIRECT DRAIN DETAIL NTS (DFLOOR SINK DETAIL NTS TFLOOR DRAIN DETAIL NTS (DFLOOR CLEANOUT DETAIL NTS 10 WALL CLEAN OUT DETAIL NTS 0 PROVIDE 3/4" COLD WATER T FILTERED COLD WATER SUPPLY SUPPLY CONCEALED 1N o PARTITION; STUB OUT AND M TO OTHER EQUIPMENT IF/AS PROVIDE SHUTOFF VALVE �"'�"� SHOWN ON FLOOR PLAN �- PROVIDE WATER HAMMER PROVIDE STRAINER AND ARRESTER, PDI SIZE "A" LAV z DOUBLE CHECK VALVE BACKFLOW PREVENTER PER PROVIDE ADAPTER AND SIX a SPECIFICATIONS AND FOOT LONG TYPE "K" SOFT r COPPER TUBING, oR NOTES TO WATER HEATER INSTALLER; ° SCHEDULE. LOCATE PER LOCAL w REQUIREMENTS FOR CUBER REINFORCED FOOD GRADE TEMPERED WATER�� 1. POSITION VALVES AND TRIM IN MECH ROOM SUCH THAT VALVES AND TRIM ARE UNOBSTRUCTED TO z ACCESSIBILITY PLASTIC TUBING (SIZE OF NOTE: VIEW AND SO THAT ACCESS FOR OPERATION OR REPAIR IS POSSIBLE WITHOUT USE OF STEP LADDERS CUBER WATER INLET) AND PIPING ARRANGEMENT TMV OR NEED TO DISASSEMBLE ANY COMPONENTS. COLD WATER z SHOWN IS SCHEMATIC. IF FURNISHED WITH ICE CONNECT TO CUBER WATER HOT WATER�� 4 04.26.17 PLANNING CMNTS g ADJUST AS 2. EXISTING VENT FOR GAS WATER HEATER IS EXISTING AND TO REMAIN. MACHINE, INSTALL WATER INLET REQUIRED TO SUIT SHUT OFF3 04.17.17 CLARIFICATION FILTER ASSEMBLY PER 1'1 ACTUAL INSTALLATION VALVE -�� c o 2 04.12.17 HEALTH COMMENTS 0 MANUFACTURER'S CONNECT TO CUBER ANO CONDITIONS AND 1 04.12.17 PERMIT COMMENTS o INSTRUCTIONS, WHERE EASILY ICE BIN ICE BIN DRAIN OUTLETS MEETAQUASTAT. PLUMBING CONTRACTOR TO MOUNT 03.07.17 PERMIT SUBMIT ACCESSIBLE AS REQUIRED RECOMMENDATIONS AND WIRE. LOCATE AS FAR AS POSSIBLE FROM WATER HEATER. 03.02.17 OWNER REVIEW r 1"Ip MANUFACTURERS.OF EQUIPMENT PROVIDE FLOOR SINK WHERE r REFER TO "INDIRECT NOTE: SET TEMPERED WATER TEMPERATURE TO FOR CONTINUATION SEE FLOOR PLAN No DATE REMARKS SHOWN ON FLOOR PLANS DRAIN" DETAIL FOR MORE11O'F MAX. REVISIONS 3 INFORMATION 3/4" TWR X 8" LONG — EXISTING 1" COLD WATER 3 REQUIRED AT AQUASTAT. -- 1' HW TO FIXTURES o 3/4" TWR RECIRC PUMP WITH INTEGRAL CHECK VALVE. o BALL VALVE, WITH VALVE TAG. TYPICAL . o 11 ICE MACHINE CONNECTION DETAIL NTS 12 HAND SINK THERMAL MIXING VALVE DETAIL NTS 0 N ■ ■ ■ 1" CW. PROVIDE 1" ELASTOMERIC INSULATION OVER HEAT TRACING c ON CONDENSATE LINE (FOR FREEZER BOX ONLY) BY WALK 0 DRILL HOLE IN SIDE OF FIN BOX INSTALLER, (ELECTRIC HEATING CABLE IS BY NEW EXPANSION TANK BY CONTRACTOR o BOX AND PROVIDE CONTRACTOR). i SILICONE SEAL AROUND I RING CHECK VALVE PIPE PENETRATION. VACUUM RELIEF VALVE u 3/4" DX COIL 2S CO - UNION, TYPICAL. PROVIDE DIELECTRIC TYPE AT DISSIMILAR w COORDINATE PIPING MATERIALS. provide heat trap nipples at tank. PROVIDE TRAP AT BOTTOM �� CO ROUTING OF LAMINATED VALVE TAG PROVIDE CLEANOUT EXISTING STRAPPING ON WATER HEATER. Pk er OF RISER AND DIS- IN TURNS AND ENDS DRAIN WITH LEGEND CHARGE INTO FLOOR DRAIN OF PIPE. SHELVING ne t OR FLOOR SINK WITH AIR IN WALK-IN r h GAP OF TWICE PIPE MAKE CONNECTION OX. JUICE BAR � DIAMETER. TO COIL AS REQUIRED_ r NO INSULATION ON PIPE RISER. EXISTING T&P VALVE 0 PIPED TO THE EXTERIOR HARBOR VIEW HILLS °w FLOOR SINK WALK-IN COOLER OR FREEZER BOX. OR HUB DRAIN OF THE BUILDING EXISTING GAS SUPPLY PIPING FROM ROOF, g SEE FLOOR PLAN FOR RECEPTACLE LOCATION. 1620 SAN MIGUEL DR o PLACE 1/2" QUARRY TILE a-I-- EXISTING GAS COCK � SPACERS BENEATH WATER NEWPORT BEACH, CA ° HEATER TO ELEVATE WATER FULL LINE SIZE DIRT LEG HEATER 1" OFF FLOOR. HARD PIPE FINAL CONNECTION, PROJECT NO: 2016.0455 c 0 NO FLEX PIPE. DATE:02.16.2017 Y INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS o AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND o FITTINGS WITH LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE A MINIMUM P O TWO PERCENT. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. s N PLUMBING DETAILS OO 13 WALK-IN BOX CONDENSATE DRAIN r NOT TO SCALE G MODIFICATION OF EXISTING GAS WATER HEATER DETAIL NTS CHECKED:PD DRAWN:PH PA2017-089 DAVID BOYCE DRAINAGE FIXTURE UNITS SCHEDULE FOR NEKTER aRcH=R 2 TYPE OF FIXTURE FIXTURE DESIGNATION QTY. FIX. UNITS (EACH) MINIMUM FIX. TRAP AND TOTAL FIX. UNITS NOTES n` DRAIN SIZE FLOOR SINK FS-1 5 5.0 3" 25.0 X CONTRACTOR TO VERIFY I `. DIRECTION OF FLOW OF I Z •�� 2 MOP BASIN MS-1 1 2.0 3" 2.0 X EXISTING SANITARY LINE PRIOR � �- I TO BEGINNING ANY WORK. I 3-COMPARTMENT SINK 42.1 1 2.0 2" 2.0 X 604 COURTLAND STREET COMPARTMENT SINK 45.1 1 2.0 1-1/2" 2.0 X SUITE 100 �� j i�f ORLANDO, FLORIDA 32804 `. 1 J I + I �� HAND SINK 43 2 1PH 407.645.5008 ' `> '- - � 1 FS2 i `.�\` .0 2" 2.0 X FX 407.629.9124 FLOOR DRAIN FD 4 1.0 2" 4.0 X Fp' SEAL: BATHROOM GROUP Will 1 5.0 3" 5.0 X TRSBICURWIS"NOT FOR CONSTRUCTION"1111M TEAINWIBT BILUKHnSISYTMAl SMLOIAA NUR. 4 3a 42.1 TOTAL DRAINAGE FIXTURE UNITS: 42.0 INFER41 `- ,� N 2 0 Fo�1 �2 0� � a � � 'AN 3 T\ w o o -i✓ Y' i ' i " 1 `�`�� CPNAad_- �cl k DOMESTIC WATER SUPPLY FIXTURE UNITS TOTAL TP TYPE OF FIXTURE TYPE OF SUPPLY FIXTURE QUANTITY HW (EACH) HW (TOTAL) CW (EACH) CW (TOTAL) TOTAL (EACH) (F.U.'S) 3" CONTROL DESIGNATION TOTAL MOP BASIN FAUCET MB 1 2.25 2.25 2.25 2.25 3.0 3.00 /GO j 3 I 4 3-COMPARTMENT FAUCET 42.1 1 1.0 1.00 1.0 1.00 1.4 1.40 �p ` " COMPARTMENT V Y % 43 ' Fj SINK FAUCET 45.1 1 1.0 1.00 1.0 1.00 1.4 1.40 1 �r HAND SINK FAUCET 43 2 1.0 3.00 1.0 3.00 1.4 2.80 3 rn� 3" BATHROOM GROUP VALVE WM 1 3.0 3.00 6.0 6.00 8.0 8.00 WASTE RISER NTS FST (FIXTUREAUNITS) (TOTAL) 3" SERVICE TOTAL FIXTURE UNITS 16.80 GENERAL NOTE: ocou SERVICE TOTAL GPM 27.8 GPM 1. ANY POTABLE WATER SUPPLY THAT IS CONNECTED TO BEVERAGE DISPENSERS, CARBONATED BEVERAGE DISPENSERS, OR SERVICE SIZE 1" COFFEE MACHINES SHALL BE PROTECTED BY AN APPROVED VENTED BACKFLOW PREVENTION DEVICE (TWO INDEPENDENT CHECK VALVES WITH A VENT TO THE ATMOSPHERE) IN ACCORDANCE WITH ASSE 1022 OR AIR GAP. IPC 608.3, IPC 608.16.10, UPC TABLE 603.2, UPC 603.5.12. 2. TEST ALL SEWER AND WATER PIPING PRIOR TO BACKFILL AND COVER. CALL FOR INSPECTION AND WITNESS TESTING PRIOR TO CONCEALING WATER AND SEWER PIPING, IPC 107.2. 3. FLUSH AND DISINFECT POTABLE WATER PIPING PRIOR TO OCCUPANCY, IPC 610. STATE OF CALIFORNIA STATE OF CALIFORNIA LANDLORD NOTES; WATER HEATING SYSTEM GENERAL INFORMATIONWATER HEATING SYSTEM GENERAL INFORMATION CEC-NRCC-PLB-01-E(Revised 01/16) CALIFORNIA ENERGY COMMISSION ,. CEC-NRCC-PLB-01-E(Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PLB-01-E CERTIFICATE OF COMPLIANCE NRCC-PLB-01-E 1. ROOFTOP HVAC ELECTRICAL CONDUIT AND CONDENSATE LINES MUST Water Heating System General Information (Page 1 of 2) Water Heating System General Information (Page 2 of 2) IMMEDIATELY PENETRATE ROOF AND RUN ALONG THE UNDERSIDE OF o THE ROOF STRUCTURE. ALL CONDENSATE DRAINS MUST RUN INSIDE Project Ndne Nekter Juice Bar,1620 San Miguel Drive,Newport Beach,CA Data Prepared:02/10/17 Project Name:Nekter Juice Bar,1620 San Miguel Drive,Newport Beach,CA Data Prepared:02/10/17 TENANT'S PREMISES AND DRAIN TO EITHER A FLOOR SINK OR MOP g SINK INSIDE TENANT'S PREMISES. A.GENERAL INFORMATION/SYSTEM INFORMATION DOCUMENTATION AUTHOR'S DECLARATION STATEMENT a 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. 2. EQUIPMENT AND VENTS CANNOT BE HIGHER THAN THE PARAPET 01 Water Heater System Name: American Water Heater Company,G51-5OT50-4N Documentation Author Name: Documentation Author Signature: 12 w WALL IN THE ROOF WELL AREA. Paul Hawkins f> ys/ :� 02 Water Heater System Configuration: Single Dwelling Unit z Company:Interplan LLC Signature Date:02/10)17 C9 3. ALL ROOF EQUIPMENT, VENTS, AND ASSOCIATED CONDUIT LINES 03 Water Heater System Type: Domestic Hot Water a INSTALLED DURING THE TENANT IMPROVEMENT CONSTRUCTION ON Address: CEA/HERS Certification identification(if applicable): c THE ROOF MUST BE PAINTED TO MATCH EXISTING EQUIPMENT. 04 Building Type: Commercial 604 Courtland Street,Suite 100 N/A o 05 Total Number of Water Heaters in Systems: 1 City/state/zip:Orlando,FL 32804 Phone:407.645.5008 z 06 Central DHW Distribution Type: Other RESPONSIBLE PERSON'S DECLARATION STATEMENT I 07 Dwelling Unit DHW Distribution Type: Standard Distribution System(STD) I certify the following under penalty of perjury,under the laws of the State of California: z 4 04.26.17 PLANNING CMNTS 1. The information provided on this Certificate of Compliance is true and correct. 5 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design 3 04.17.17 CLARIFICATION o B.WATER HEATER INFORMATION o Each water heater type requires a separate compliance document. identified on this Certificate of Compliance(responsible designer). 2 04.12.17 HEALTH COMMENTS cc 3. The energy features and performance specifications,materials,components,and manufactured devices for the building design or 1 04.12.17 PERMIT COMMENTS 01 Water Heater Type: Small Storage-Natural gas system design identified on this Certificate of Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the 03.07.17 PERMIT SUBMIT 02 Fuel Type: Natural gas California Code of Regulations. 03.02.17 OWNER REVIEW 03 Manufacture Name: American Water Heater Company 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the a p y information provided on other applicable compliance documents,worksheets,calculations,plans and specifications submitted to NO DATE REMARKS w 04 Model Number: G51-5OT50-4N the enforcement agency for approval with this building permit application. REVISIONS 3 5.. 1 will ensure that a completed signed co of this Certificate of Compliance shall be made available with the building permit(s) OS Number of Identical Water Heaters: N/A P g PY P g P ( ) � issued for the building,and made available to the enforcement agency for all applicable inspections.I understand that a completed 06 Installed Water Heater System Efficiency: N/A signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building 3 07 Required Minimum Efficiency: N/A owner at occupancy. p OB Standby Loss Percent or Standby Loss Total: N/A Responsible Designer Name:Stacy Henson Responsible Designer Signature: 09 Rated Input: 50,000 BTU/HR Company: Date Signed: Interplan LLC a 10 Pilot Energy: N/A Address: License;36641 11 Water Heater Tank Storage Volume: 50 Gallons 604 Courtland Street,Suite 100 36641 w City/state/Zip:Orlando,FL 32804 Phone:407.645.5008 y 12 Exterior Insulation on Water Heater: N/A 13 Volume of Supplemental Storage: N/A o 14 Internal Insulation on Supplemental Storage: N/A 0 15 Exterior Insulation on Supplemental Storage: N/A z z C.PLUMBING COMPLIANCE FORMS&WORKSHEETS Check box if worksheet is included. a For detailed instructions on the use of this and all Energy Standards compliance documents,refer to the 2016 Nonresidential Manual z Note:The Enforcement Agency may require all compliance documents to be incorporated onto the building plans. YES NO Doc/Worksheet Title y NRCC-PLB-01-E Certificate of Compliance, Declaration.Required on plans for all submittals. kte12 S O NRCI-PLB-01-E Certificate of Installation. Required on plans for all submittals. JUICE EAR c Certificate of Installation,required on central systems in high-rise residential, w NRC(-PLB-02-E hotel/motel application. o Certificate of Installation,required on single dwelling unit systems in high-rise HARBOR VIEW HILLS = O O NRC(-PLB-03-E residential, hotel/motel application. 1620 SAN MIGUEL DR Certificate of Installation,required on HERS verified central systems in high-rise NEWPORT BEACH CA o Q Q NRC(-PLB-21-H U residential, hotel/motel application 1 W Certificate of Installation,required on HERS verified single dwelling unit systems in high- w O NRCI-PLB-22-H rise residential,hotel/motel application. PROJECT NO: 2016.0455 r 0 (i) NRCI-STH-01-E lCertificate of Installation,required on any solar water heating DATE:02.16.2017 0 0 a 0 CA Building Energy Efficiency Standards-2016 Nonresidential Compliance January 2016 CA Building Energy Efficiency Standards-2016 Nonresidential Compliance January 2016 D 3 O 1 ^ r o N PLUMBING RISER&T24 p FORMS i L� r CHECKED:PD DRAWN:PH 0 PA2017-089 DIVISION 16000 - ELECTRICAL SPECIFICATIONS GENERAL NOTES LEGEND (NOT ALL SYMBOLS ARE USED WITHIN THIS SET OF DRAWINGS) DAVID BBOYCE GENERAL 3. CHECK ALL FUSES AND OVERLOADS FOR PROPER SIZING. VERIFY FUSE LABELS IV. ACCESSORIES LIGHTING FIXTURES 1. COMPLY WITH REQUIREMENTS OF SPECIFICATIONS. SPECIFIC NOTES SHALL MODIFY LIGHTING ARE VISIBLE. GENERAL REQUIREMENTS OF SPECIFICATIONS. A PROVIDE CORROSION-RESISTANT KNOCKOUT CLOSURES, CONDUIT LOCKNUTS AND e EXIT LIGHT (HATCHING DENOTES FACE) I. GENERAL 4. CHECK ALL ELECTRICAL POWER AND CONTROL WIRING, INTERLOCKS, ETC., MALLEABLE IRON CONDUIT BUSHINGS, OFFSET CONNECTORS, OF TYPES AND SIZES, TO I. LIGHTING FIXTURES 2. SEE LUMINAIRE SCHEDULE FOR INFORMATION. A. PROVIDE ALL MATERIAL, LABOR & EQUIP. NECESSARY TO COMPLETELY INSTALL RELATED TO MECHANICAL EQUIPMENT TO DETERMINE THAT ALL WIRING IS SUIT RESPECTIVE INSTALLATION REQUIREMENTS AND APPLICATIONS. A HANDLE LIGHTING FIXTURES CAREFULLY TO PREVENT DAMAGE, BREAKING AND SCORING. SURFACE MOUNTED OR RECESSED EMERGENCY LIGHTING FIXTURE CORRECT. 3. EXIT SIGNS AND EMERGENCY LIGHTS SHALL HAVE THEIR OWN SELF-CONTAINED ELECTRICAL & RELATED WORK INDICATED ON THE DRAW3INGS AND IN THESE V. INSTALLATION OF BOXES AND FITTINGS DO NOT INSTALL DAMAGED FIXTURES OR COMPONENTS, REPLACE WITH NEW. 5. IMMEDIATELY REMEDIATE ALL EQUIPMENT PROVIDED UNDER THIS DIVISION THAT STANDBY BATTERY POWER SUPPLY. IF LOCAL CODE REQUIRES A DIRECT TAP SPECIFICATIONS FOR A SAFE AND FULLY OPERATING SYSTEM. B. STORE LIGHTING FIXTURES IN A CLEAN DRY PLACE. PROTECT FROM WEATHER, DIRT, p SWITCH WITH PILOT LIGHT TESTS PROVE TO BE DEFECTIVE OR OPERATING IMPROPERLY AS A PART OF THIS A. POSITION RECESSED OUTLET BOXES ACCURATELY TO ALLOW FOR SURFACE FINISH BEFORE ANY CIRCUIT BREAKERS THEN INCORPORATE INTO THE FEEDER DIAGRAM. II. CODE THICKNESS. FUMES, WATER CONSTRUCTION DEBRIS AND PHYSICAL DAMAGE. CONTRACT. MOTOR RATED SWITCH A. ALL EQUIPMENT, WIRING AND THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE B. FASTEN ELECTRICAL BOXES FIRMLY AND RIGIDLY TO SUBSTRATES OR STRUCTURAL C. SHIP FIXTURES FACTORY ASSEMBLED, WITH PARTS REQUIRED FOR A COMPLETE 4. PROVIDE EMERGENCY LIGHTING TO MEET THE REQUIRED MINIMUM FOOT CANDLE M WITH THE APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE (N.E.C.), (NFPA RACEWAYS SURFACES TO WHICH ATTACHED OR SOLIDLY EMBED ELECTRICAL BOXES IN CONCRETE INSTALLATION. LEVEL PER CODE. $. TOGGLE SWITCH 70), O.S.H.A. REQUIREMENTS, LIFE SAFETY CODE AND ALL LAWS AND ORDINANCES OR MASONRY. D. FLUORESCENT BALLAST SHALL BE CLASS P, LOW-ENERGY RAPID START SOUND RATED A 604 COURTLAND STREET I. RACEWAYS E. PROVIDE LAMPS IN WATTAGES AND TYPES INDICATED. 5. LUMINAIRES INSTALLED IN CONTINUOUS ROWS SHALL BE GROUNDED WiTH A O® OCCUPANCY SENSOR SUITE 100 APPLICABLE TO WORK AT THIS SITE. A EXTENT OF RACEWAY WORK IS INDICATED DIAGRAMMATICALLY ON THE DRAWINGS AND IN VI. LOCATIONS OF OUTLETS F. PROVIDE FIXTURES AND/OR FIXTURE OUTLET BOXES WITH HANGERS TO PROPERLY CONDUCTOR ROUTED FROM LUMINAIRE TO LUMINAIRE, MOUNTED TO EACH WITH ORLANDO, FLORIDA 32804 B. THE CONTRACTOR SHALL PAY ALL INSPECTION FEES AND PURCHASE ALL PERMITS T HEIGHTS A. IN GENERAL THE VARIOUS OUTLETS ARE TO BE LOCATED ATHE FOLLOWING HES GROUNDING LUG OR SCREW. ALIGNING CLIPS ARE NOT ACCEPTABLE. LUMINAIRE THE SCHEDULES. (PROVIDE ONLY TYPE REQUIRED FOR APPLICATION). SUPPORT FIXTURE WEIGHT. GROUNDING SHALL BE INSTALLED IN COMPLIANCE WITH NATIONAL ELECTRICAL POWER PH 407.645.5008 REQUIRED FOR THIS WORK. 1. WHEN SIZE IS NOT INDICATED ON PLANS, CONDUIT SHALL BE SIZED FOR ABOVE FINISHED FLOOR TO THE CENTER LINE OF BOX, UNLESS NOTED OTHERWISE AT G. INSTALL FLUSH MOUNTED FIXTURES TO ELIMINATE LIGHT LEAKAGE BETWEEN FRAME AND FX 407.629.9124 III. LOCATION OF EQUIPMENT CONDUCTORS IN ACCORDANCE WITH TABLES 3(A)(B)(C), CHAPTER 9 OF THE AN INDIVIDUAL OUTLET ON THE DRAWINGS: FINISHED SURFACE. CODE, ARTICLE 410-21. SINGLE RECEPTACLE A. NOTE THAT THE ELECTRICAL DRAWINGS ARE INTENDED TO INDICATE ONLY THE EXTENT N.E.C.. 1. WALL SWITCHES (VERT. MTD.) 48" H. AT DATE OF SUBSTANTIAL COMPLETION REPLACE LAMPS IN ALL FIXTURES WHICH ARE 6. CEILING LIGHTS ARE TO BE WIRED TO THE BAR JOIST MEMBERS AT THE DIAGONAL =t:) DUPLEX RECEPTACLE DIAGRAMMATICALLY, GENERAL CHARACTER AND LOCATION OF THE WORK. WORK 2. RECEPTACLES VERT. MTD. 18" OBSERVED TO BE INOPERATIVE OR NOTICEABLY DIMMED AFTER CONSTRUCTION USE AS CORNERS. SEAL: 2. THE ROUTING AND METHOD OF INSTALLATION OF ALL CONDUITS SHALL BE ( ) QUADRUPLEX RECEPTACLE 1WSBOERMEATp'NOT FOR CONSTRUCTION-IRM INTENDED, BUT HAVING MINOR DETAILS OBVIOUSLY OMITTED, SHALL BE PROVIDED CO-ORDINATED SO AS NOT TO INTERFERE WITH OTHER EQUIPMENT 3. PHONE OUTLETS (VERT. MTD.) 18" JUDGED BY THE OWNER'S REPRESENTATIVE. T■■MR06B IASBYBB99f■TRRBA■SIELMAB BROW. COMPLETE AS A REQUIREMENT OF THIS CONTRACT. INSTALLATIONS AND SHALL MEET WITH.THE COMPLETE SATISFACTION OF THE 4. OUTLETS ABOVE COUNTERS (HORZ. MTD.) 6" ABOVE BACKSPLASH. 7. COORDINATE LIGHTING WITH SPRINKLER & MECHANICAL DRAWINGS. � CEILING MOUNTED RECEPTACLE B. VISIT THE SITE OF THE WORK AND BECOME THOROUGHLY FAMILIAR WITH ALL EXISTING OWNER'S REPRESENTATIVE. B. OUTLET MOUNTING HEIGHTS INDICATED ON THE DRAWINGS AT OUTLETS TAKE B. REFERENCE TO HEIGHT OF OUTLET OR RECEPTACLE SHALL BE MEASURED FROM IF CENTER SHADING IN RECEPTACLE DENOTES ISOLATED GROUND CONDITIONS, AND THOROUGHLY REVIEW ALL DRAWINGS, SPECIFICATIONS AND ADDENDA 3. THE USE OF INTERMEDIATE METAL CONDUIT (IMC), ELECTRICAL NON-METALLIC PRECEDENCE. REFER TO DRAWINGS FOR DETAILS OF OTHER EQUIPMENT MOUNTING FINISHED FLOOR TO CENTER OF OUTLET OR RECEPTACLE. ER PRIOR TO BIDDING ON THIS WORK. NO EXTRA PAYMENTS TO THE CONTRACT AMOUNT HEIGHTS. MOUNTING HEIGHTS FOR FLUSH OUTLETS IN BLOCK WALLS MAY BE CHANGED 1p TOP SHADING IN RECEPTACLE DENOTES GFI (GFCI) PROTECTED ��Gc 0 * b N TUBING (ENT), ARMORED CABLE (AC), OR MANUFACTURED CABLE ASSEMBLIES WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. FOR INSTALLATION. CONSULT OWNER'S REPRESENTATIVE IN FIELD PRIOR TO ANY SUCH 9. ALL RECEPTACLES SHALL BE GROUNDING TYPE. 0 �6 2do N. ROUGH-IN SHALL NOT BE INCORPORATED INTO THE WORK. ® SPECIAL PURPOSE RECEPTACLE (AS NOTED) o= 4. USE ONLY THE TYPES of RACEWAYS SPECIFIED HEREIN. INSTALLATION. 10. ALL RECEPTACLES AND SWITCHES SHALL HAVE TWO (2) REVOLUTIONS OF o A. VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH SHOP DRAWINGS, FIELD B. TYPES OF RACEWAYS SPECIFIED IN THIS SECTION INCLUDE THE FOLLOWING: CONNECTIONS FOR EQUIPMENT ELECTRICAL TAPE (SCOTCH 33+) OVER ALL THE TERMINALS, TO PREVENT TELEPHONE OUTLET o g U 4 MEASUREMENTS AND WITH THE REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE 0 DATA OUTLET 1. ELECTRICAL METALLIC TUBING (EMT); MINIMUM TRADE SIZE 1/2". ACCIDENTAL CONTACT WITH THE JUNCTION BOX OR OUTLET BOX. ' CONNECTED PRIOR TO ROUGH-IN. 2. FLEXIBLE METAL CONDUIT (FMC). MINIMUM TRADE SIZE 1/20. I. CONNECTIONS FOR EQUIPMENT B. REFER TO EQUIPMENT SPECIFICATIONS AND DIMENSIONS SPECIFIED FOR ROUGH-IN 3. LIQUID- TIGHT FLEXIBLE METAL CONDUIT (LFMC), (SEALTIGHT) MiNIMUM TRADE A. GENERAL: FOR EACH ELECTRICAL CONNECTION INDICATED PROVIDE COMPLETE 11. CONDUIT SIZE TO BE PER NEC. PVC CONDUIT AND FITTINGS ARE ACCEPTABLE Q VOICE/DATA COMBINATION OUTLET '1SiO3a REQUIREMENTS. ONLY BELOW SUBBASE MATERIAL OF GROUND BEARING FLOOR SLABS WHERE SUCH SIZE 1/2". ASSEMBLY OF MATERIALS, INCLUDING BUT NOT NECESSARILY LIMITED T0, PRESSURE ■ • • V. INSTALLATION CONNECTORS, TERMINALS LUGS , DEMOLITION NOTES USE IS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. JQ JUNCTION BOX OR PULL BOX SIZE PER N.E.C., ALL ARE NOT SHOWN 4. RIGID METAL CONDUIT (RMC). MINIMUM TRADE SIZE 1/2". (LUGS), ELECTRICAL INSULATING TAPE, HEAT-SHRINKABLE A. PROVIDE ALL EQUIPMENT AND MATERIALS FOR THIS CONTRACT NEATLY AND WITH 5. RIGID NONMETALLIC CONDUIT (PVC). SCHEDULE 40, MINIMUM TRADE SIZE 1/2"1 INSULATING TUBING, CABLE TIES, SOLDERLESS WIRE-NUTS, AND OTHER ITEMS AND 12. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT), RIGID STEEL (RMC) (SIZE ® SYMBOL IN SQUARE DENOTES FLOORMOUNTED WORKMANSHIP AS DEFINED BY N.E.C.A. 'STANDARD PRACTICES FOR GOOD E . . ACCESSORIES AS NEEDED TO COMPLETE SPLICES AND TERMINATIONS OF TYPES PER NC) C. FITTINGS 1. IN EVERY INSTANCE OF DEMOLITION AND/OR REMODELING, THE CONTRACTOR SHALL � MOTOR, FAN, PUMP OR AIR CONDITIONING UNIT WORKMANSHIP IN ELECTRICAL CONSTRUCTION", LEVEL AND PLUMB, AND SECURELY 1. FITTINGS FOR EMT SHALL BE STEEL COMPRESSION TYPE WITH FACTORY INDICATED. FIGURE A COMPLETE, SAFE AND FULLY OPERATING JOB AS NONE OTHER SHALL BE 13. PROVIDE JUNCTION BOX AND CONDUIT STUB-UP ABOVE CEILING FOR ALL LOW SUPPORTED. THE ENTIRE INSTALLATION, AND MANNER OF INSTALLATION SHALL MEET INSTALLED INSULATED THROAT CONNECTORS. DIE CAST OR POT METAL FITTINGS WIRING DEVICES ACCEPTED. VOLTAGE CABLING. ® PANELBOARD THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE OR IT SHALL BE ARE NOT ACCEPTABLE. DISCONNECT SWITCH, RATING AS NOTED (HALF SHADING DENOTES REMOVED AND REWORKED AS DIRECTED BY THE OWNER'S REPRESENTATIVE AS INCLUDED 2. FITTINGS FOR FLEXIBLE CONDUIT SHALL BE STEEL OR CAST IRON. I. WIRING DEVICES 2. THE DRAWINGS ARE TO BE USED ONLY AS A GUIDELINE FOR DEMOLITION. VISIT THE SITE PRIOR TO BIDDING TO VERIFY ALL WORK REQUIRED FOR A COMPLETE 14. DIMENSION IS FROM FINISHED WALL, SEE ARCHITECTURAL FOR WALL THICKNESS. FUSIBLE SWITCH AND NO SHADING DENOTES NON-FUSIBLE SWITCH). IN THE CONTRACT AMOUNT. 3, FITTINGS FOR RIGID CONDUIT SHALL BE STEEL THREADED TYPE. A. THE EXTENT OF WIRING DEVICE WORK IS INDICATED BY THE DRAWINGS AND JOB SI INCLUDE THE COST OF SUCH WORK IN THE BIO (VERIFY BEFORE ROUGH-IN WORK) . B. ALL WIRING SHALL BE IN CONDUIT. THE USE OF E.N.T., BX, NM, ETC. OR 4. FITTINGS FOR PVC SHALL BE SCHEDULE 40 GLUE-ON TYPE. SCHEDULES. FIRE ALARM PRE-MANUFACTURED CABLE ASSEMBLIES OR ALUMINUM WIRE WILL NOT BE PERMITTED. II" INSTALLATION OF RACEWAYS B. PROVIDE WIRING DEVICES WHICH ARE U.L. LISTED AND LABELED. 3. MAINTAIN EXISTING SERVICES TO & IN THE EXISTING AREA AS REQUIRED. 15. FIELD COORDINATE EXACT LOCATION OF OUTLETS AS DETERMINED BY THE ACTUAL C. CO-ORDINATE CONNECTION OF ELECTRICAL SYSTEMS WITH UTILITIES AS INDICATED ON A PROVIDE ALL CONDUITS CONCEALED, EXCEPT IN EQUIPMENT ROOM, CHASES OR AS II. ACCEPTABLE MANUFACTURERS FURNITURE LAY OUT. VERIFY WITH FIXTURE PLAN. Q FIRE ALARM PULL STATION NOM. 42" A.F.F. PER ADA THE DRAWINGS. 4. DISCONNECT & REMOVE ELECTRIC SERVICE TO ALL MECHANICAL EQUIPMENT OR INDICATED ON THE DRAWINGS. All CONDUITS, EXPOSED AND CONCEALED SHALL BE A. HARVEY HUBBELL CO. 16. COORDINATE ELECTRICAL REQUIREMENTS OF EQUIPMENT NOT SHOWN ON DETAILS FIRE ALARM AUDIO/VISUAL STATION 80" A.F.F. PER ADA D. VERIFY TRANSFORMER LOCATION AND METERING SCHEME WITH LOCAL UTILITY COMPANY. RUN PARALLEL AND PERPENDICULAR TO BUILDING LiNES AND GROUPED TOGETHER AS B. GENERAL ELECTRIC CO. OTHER ITEMS HAVING AN ELECTRICAL CONNECTION BEING REMOVED AS A RESULT (i.e. ROOF-TOP UNITS, UNIT HEATERS, FANS, ETC.).(AND EQUIPMENT/DEVICES E. EQUAL AND EQUIVALENT: SHALL BE UNDERSTOOD TO MEAN OF THE SAME QUALITY, SIZE, OF THE REMODELING. MUCH AS POSSIBLE, EVEN ABOVE LAY-IN CEILINGS. C. LEVITON MFG. CO. REQUIRING AN ELECTRICAL CIRCUIT AND CONTROL) ® FIRE ALARM VISUAL STATION 80" A.F.F. PER ADA NUMBER, VALUE, DEGREE, INTENSITY AND THE ITEMS ARE SIMILAR IN ALL RESPECTS. B. PROVIDE A SEPARATE GROUNDING CONDUCTOR IN ALL RUNS. THE CONDUCTOR SHALL THE FINAL DECISION OF ACCEPTANCE OF THESE ITEMS WILL BE MADE BY THE III. FABRICATED WIRING DEVICES 5. ELECTRICAL EQUIPMENT & DEVICES SHALL BE REMOVED COMPLETE INCLUDING 17 VERIFY IN FIELD ALL KITCHEN EQUIPMENT CONNECTIONS AND REQUIREMENTS p BE SIZED E A SWITCHES SHALL BE 20 AMP. 120/277 VOLT RATED, HUBBELL #1221 - IVORY OR PRIOR TO ROUGH-IN AND INSTALLATION OF DEVICES. VERIFY ALL DEVICE INDICATED [N THE N.E.C. ALL GROUNDING CONDUCTORS SHALL HAVE A CONDUIT, WIRE AND SUPPORTS. ❑ FIRE ALARM AUDIO STATION 80" A.F.F. PER ADA ENGINEER. IT SHALL BE UNDERSTOOD THAT FOR ANY SPECIFIED TEEM ON THE GREEN OUTER COVERING, OR GREEN MARKING TAPE OVER THEiR ENTIRE EXPOSED BROWN. LOCATIONS AND MOUNTING HEIGHTS WITH FOOD SERVICE CONTRACTOR. MAKE DRAWINGS AND/OR IN THE SPECIFICATION, THIS TERM SHALL APPLY. LENGTHS. 6. REMOVE CONDUCTORS TO FLUSH MOUNTED WALL OUTLETS AND BLANK-Off WITH F. DEFINITION OF SPECIAL TERMS SHALL BE INTERPRETED AS DESCRIBED HEREIN: C. MECHANICALLY FASTEN TOGETHER METAL CONDUITS, ENCLOSURES, AND RACEWAYS FOR B. RECEPTACLES SHALL BE 20 AMP 125 VOLT RATED, HUBBELL #5362 - IVORY OR A COVERPLATE. COVERPLATE COLOR SHALL BE SELECTED BY ARCHITECT. ADJUSTMENTS IFIELD MATCH ACTUAL EQUIPMENT BEING INSTALLED, AS RI REMOTE INDICATOR LIGHT/TEST SWITCH FOR DUCT SMOKE DETECTORS FOR OTHER APPLICATIONS REFER TO THE DRAWINGS. DIRECTED BY THH E FOOD S SERVICE CONTRACTOR. BROWN. 1. "PROVIDE" MEANS: FURNISH/SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND CONDUCTORS TO FORMA CONTINUOUS ELECTRICAL CONDUCTOR. CONNECT BONDS TO S DUCT SMOKE DETECTOR WITH REMOTE INDICATOR LIGHTS AND TEST SUPPLIES, INCLUDING TESTS AND INSPECTIONS, NECESSARY TO INSTALL AND ELECTRICAL BOXES, FITTINGS AND CABINETS TO PROVIDE ELECTRICAL CONTINUITY AND C. PROVIDE SMOOTH FINISH PLATES FOR ALL DEVICES WITH APPROPRIATE MOUNTING 7. ANY EXISTING CONDUIT, WIRING AND/OR ELECTRICAL & MECHANICAL DEVICES BEING 18 PROVIDE STANDARD RECEPTACLES FOR CIRCUITS DEDICATED TO SPECIFIC SWITCH ARRANGEMENTS FOR GAUGED DEVICES. FOR TELEPHONE AND COMPUTER AMX AND DISTURBED BY THE WORK SHALL BE REWORKED AS REQUIRED TO RETURN TO ITS PLACE COMPONENTS AND/OR SYSTEMS IN A SAFE AND COMPLETE OPERATING FIRM MECHANICAL ASSEMBLY. / FORMER EXISTING OPERATING CONDITION. EQUIPMENT, SUBJECT TO THE APPROVAL OF CODE ENFORCING AGENCY. SD SMOKE DETECTOR CONDITION THAT IS FULLY FUNCTIONING. D. AVOID USE OF DISSIMILAR METALS THROUGH SYSTEM TO ELIMINATE POSSIBILITY OF MICROPHONE OUTLETS PROVIDE BUSHED HOLE COVER PLATES. PLATES SHALL BE IVORY, BROWN OR GRAY STAINLESS STEEL. 19. PROVIDE ALL 125V, SINGLE PHASE 15 AMP AND 20 AMP RATED RECEPTACLES 2. "FURNISH" MEANS: SUPPLY AND/OR MAKE AVAILABLE AN ITEM, TO THE ELECTROLYSIS. 8. ANY CIRCUITS FEEDING THROUGH DEVICES OR EQUIPMENT BEING RELOCATED, O FLOW SWITCH 1. GRAY STAINLESS STEEL PLATES FOR SERVICE AREAS, KITCHEN STORAGE AND REWORKED, OR ABANDONED & SERVING OTHER ELECTRICAL DEVICES, AND/OR INSTALLED IN THE LOCATIONS SPECIFIED IN NEC.ART 210.8 (B)(1) - (8) WITH CONTRACTOR WHO WILL RECEIVE THE ITEM AND DO SOMETHING WITH IT. E. PROVIDE EXPANSION FITTINGS IN RACEWAYS EVERY 200' LINEAR RUN OR WHEREVER EXAMPLES INCLUDES OWNER FURNISHED ITEM OR ITEMS FURNISHED BY ANOTHER STRUCTURAL EXPANSION JOINTS ARE CROSSED. RESTROOMS. EQUIPMENT SHALL BE MAINTAINED BY PROVIDING J-BOXES OR OTHER ACCEPTABLE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION. © TAMPER SWITCH TRADE F. PROVIDE NYLON PULL CORD IN ALL EMPTY CONDUITS. (MINIMUM 90# TENSILE 2. IVORY PLATES FOR ALL OTHER AREAS EXCEPT BROWN PLATES ON WOOD OR DARK METHOD AS REQUIRED. WHERE TEMPORARY DISCONNECTION OF AN ACTIVE DEVICE IS MADE, RECONNECT AND ESTABLISH OPERATION TO NORMAL. 20. SERVICE CONDUCTORS ARE DESIGNED BASED ON THE SERVICE DISTANCE OF 100' FACP 3. "INSTALL" MEANS: PLACE, SET OR FIX AND CONNECT AN ITEM INTO A POSITION STRENGTH). SURFACES. FIRE ALARM CONTROL PANEL 3. IVORY DEVICES WHERE 302 STAINLESS STEEL OR IVORY PLATES ARE USED. TO MEET THE 2% VOLTAGE DROP PER NEC. 0 READY FOR USE. RECEIVE AN INDICATED ITEM FROM A SUPPLIER (INCLUDING G. CONDUIT INSTALLATION 9. ALL WALLS, CEILINGS, FLOORS, ETC., BEING DISTURBED BY THE ELECTRICAL WORK IF SERVICE CONDUCTOR IS BETWEEN: OFF LOADING AND MOVING INTO PLACE WHEN REQUIRED) AND PROCEED TO 1. USE RIGID METAL CONDUIT (RMC) FOR ALL WEATHER EXPOSED WORK, FOR ALL 4. BROWN DEVICES WHERE BROWN PLATES ARE USED. TIRE ALARM ANNUNCIATOR PANEL SHALL BE RETURNED TO FINISHED CONDITIONS TO MATCH EXISTING AND PROVIDE 100' TO 150' - E.C. SHALL INCREASE THE CONDUCTOR BY ONE SIZE(S) LARGER INSTALL THE ITEM COMPLETE WITH ALL REQUIRED PARAMETERS TO MAKE A STUB-UPS IN KITCHEN AREA, FOR ALL ROOF PENETRATIONS THROUGH PATE MOTOR DISCONNECTS CUTTING & PATCHING AS NECESSARY UNDER THIS CONTRACT. THAN DESIGN ABBREVIATIONS COMPLETE, SAFE AND OPERATIONAL SYSTEM INCORPORATING THE ITEM PLUGS AND FOR FREEZER/ COOLER PENETRATIONS. • ■ 150' TO 200' - E.C. SHALL INCREASE THE CONDUCTOR BY TWO SIZE(S) LARGER ■ I. DISCONNECT SWITCHES 10. TURN OVER EXISTING MATERIALS TO THE OWNER AND IF NOT REQUIRED BY THAN DESIGN WP WEATHERPROOF FURNISHED. 2. USE E.M.T. FOR ALL INTERIOR CONCEALED AND FOR INTERIOR EXPOSED WORK A ACCEPTABLE MANUFACTURERS OWNER, REMOVE THESE MATERIALS FROM THE PREMISES. 200' TO 250' - E.C. SHALL INCREASE THE CONDUCTOR BY THREE SIZE(S) AFF ABOVE FINISHED FLOOR VI. CUTTING AND PATCHING NOT SUBJECT TO MECHANICAL INJURY. LARGER THAN DESIGN SQUARE D COMPANY A. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF ELECTRICAL 3. USE P.V.C. FOR ALL UNDERGROUND WORK OR WORK INSTALLED IN CONCRETE t. 11. DO NOT INSTALL CONDUIT, BOXES, WIRING, OR CABLES WITHIN 1 1/2" Of THE UNO UNLESS NOTED OTHERWISE WORK. AND USE RIGID METAL CONDUIT ELBOW AT STUP-UP LOCATIONS. 2. SIEMENS LOWEST POINT OF THE UNDERSIDE OF THE ROOF DECKING, NOR SHALL THEY BE 21. BRANCH CONDUCTORS ARE DESIGNED BASED ON A DISTANCE OF 100' TO MEET GFCI GROUND FAULT CIRCUIT INTERRUPTER (OR GFT) 4. USE FLEXIBLE METAL CONDUIT FROM OUTLET BOXES TO RECESSED LIGHTING B. HEAVY-DUTY SAFETY SWITCHES: PROVIDE SURFACE MOUNTED, HEAVY DUTY TYPE, SHEET INSTALLED CONCEALED WITHIN METAL-CORRUGATED ROOF DECKING. REPLACE THE 3% VOLTAGE DROP PER NEC. B. NO ADDITIONAL COMPENSATION WILL BE AUTHORIZED FOR CUTTING AND PATCHING 0 WORK THAT IS NECESSITATED BY ILL- TIMED, DEFECTIVE OR NON-CONFORMING FIXTURE AND FINAL 24" OF CONNECTION TO ITEMS SUBJECT TO MOVEMENT OR STEEL ENCLOSED SWITCHES, OF TYPES, SIZES AND WITH ELECTRICAL CHARACTERISTICS AND/OR REWORK EXISTING CONDUIT, BOXES, WIRING, AND CABLING THAT IS NOT IN IF BRANCH CONDUCTOR IS BETWEEN: O.0 ON CENTER INDICATED: INCOPORATING QUICK-MAKE QUICK-BREAK TYPE SWITCHES: SWITCH BLADE COMPLIANCE WITH THIS REQUIREMENT. 100' TO 150' - E.C. SHALL INCREASE THE CONDUCTOR BY ONE SIZE(S) LARGER INSTALLATIONS. VIBRATION. SHALL BE VISIBLE IN OFF POSITION WITH THE DOOR OPEN. EQUIP. WITH OPERATING THAN DESIGN ETR. EXISTING TO REMAIN N VII. ELECTRICAL SUBMITTALS 5. USE LIQUID-TIGHT FLEXIBLE CONDUIT FOR FINAL 24" CONNECTION TO ITEMS HANDLE WHICH IS INTERGRAL PART OF ENCLOSURE BASE AND WHOSE OPERATING 12. ALL CONDUIT AND CABLING SHALL BE PROPERLY SUPPORTED AS REQUIRED BY 150' TO 200' - E.C. SHALL INCREASE THE CONDUCTOR BY TWO SIZES) LARGER STANDARD MOUNTING HEIGHTS z WHERE SUBJECTED TO ONE OR MORE OF THE FOLLOWING CONDITIONS: THE NATIONAL ELECTRICAL CODE. REPLACE AND/OR REWORK EXISTING CONDUIT THAN DESIGN A REFER TO THE CONDITIONS OF THE CONTRACT (GENERAL AND SUPPLEMENTARY) AND POSITION IS CLEARLY INDICATED AND IS PADLOCKABLE IN THE OFF POSITION. z DIVISION i SECTION :SHOP DRAWINGS, PRODUCT DATA AND SAMPLES FOR SUBMITTAL a• EXTERIOR LOCATION. CONSTRUCT CURRENT CARRYING PARTS OF HIGH-CONDUCTIVITY COPPER AND SILVER- AND/OR CABLING THAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. . 200' TO 250' - E.C. SHALL INCREASE THE CONDUCTOR BY THREE SIZE(S) A.F.F (IN.) DESCRIPTION DEFINITIONS, REQUIREMENTS AND PROCEDURES. b. MOIST OR HUMID ATMOSPHERE WHERE CONDENSATE CAN BE EXPECTED TO TUNGSTEN TYPE SWITCH CONTACTS. PROVIDE NEMA TYPE 3R ONLY. LARGER THAN DESIGN o ACCUMULATE. 84" AUDIBLE APPLIANCES B. IN ADDITION TO THE REQUIREMENTS OF DIVISION PANELBOARDS 22. VERIFY WITH LOCAL AHJ FOR REQUIREMENT OF EXTERIOR EMERGENCY EGRESS C. CORROSIVE ATMOSPHERE. 48" ALARMS 1. THE FOLLOWING APPLIES To SUBMITTALS OF THIS DMSION: 1. DO NOT LIGHTING AND ADJUST BID TO INCORPORATE AS NEEDED. d. SUBJECTED TO WATER SPRAY OR DRIPPING OIL, WATER OR GREASE. INSTALL ELECTRICAL EQUIPMENT REQUIRING SUBMITTALS IN THE PROJECT UNTIL I. DESCRIPTION OF WORK 48" ANNUNCIATOR PANELS e. FINAL CONNECTION TO ROTATING OR VIBRATING EQUIPMENT. 0 SUBMITTALS HAVE BEEN ACCEPTABLY REVIEWED BY THE OWNERS REPRESENTATIVE A. TYPES OF PMELBOARDS FOR THIS PROJECT ARE AS FOLLOWS: 23. A.I.C. (AMPERE INTERRUPTING CAPACITY) Of PANELS AND SERVICE ENTRANCE 4 04.26.17 PLANNING CMNTS g 6. CUT CONDUITS STRAIGHT, PROPERLY REAM AND CUT THREADS FOR HEAVY WALL EQUIPMENT SHOWN IS BASED ON TYPICAL TRANSFORMER SPECIFICATIONS AND 84" CLOCK OUTLETS (CENTERLINE) AND STAMPED ACCORDINGLY. 1. 120/208V-3 PHASE 4W-SN; SQ. D "NQOD" AS SCHEDULED. 3 04.17.17 CLARIFICATION 0 2. MAKE ALL ELECTRICAL SUBMITTALS AT ONE TIME AND WITHIN FOURTEEN (14) CONDUIT DEEP AND CLEAN. APPROXIMATIONS. FIELD VERIFY EXACT UTILITY A.L.C. RATING AND MAKE EQUIPMENT 48° CONTROLS (CENTERLINE) 2 04.12.17 HEALTH COMMENTS 7. FIELD BEND CONDUIT WITH BENDERS DESIGNED FOR THE PURPOSE SO AS NOT II. ACCEPTABLE MANUFACTURERS ADJUSTMENTS AS REQUIRED AS PART OF THIS CONTRACT. CONTRACTOR SHALL CALENDAR DAYS OF OWNER'S "NOTICE TO PROCEED". TO DISTORT NOR VARY INTERNAL DIAMETER. NOTIFY ENGINEER OF ANY FIELD CHANGES REQUIRED BASED ON UTILITY EQUIPMENT 80" EXIT SIGNS (WALL MOUNTED, BOTTOM) 1 04.12.17 PERMIT COMMENTS c 1. SQUARE D CO. (BOLT ON BREAKERS) 0 3. SUBMIT A MINIMUM OF SIX (6) COMPLETE SETS TO OWNERS REPRESENTATIVE. DATA. 03.07.17 PERMIT SUBMIT a CONDUCTORS 2. SIEMENS (BOLT ON BREAKERS) 60" FIRE ALARM ANNUNCIATOR PANEL (DISPLAY) ONE SET SHALL REMAIN WITH THE OWNER'S REPRESENTATIVE, ONE SET SHALL BE 03.02.17 OWNER REVIEW a I. CONDUCTORS 3. GENERAL ELECTRIC (BOLT ON BREAKERS) DELIVERED TO THE OWNER AND THE OTHERS WILL BE RETURNED TO DISTRIBUTE 120" FIRE ALARM BELL (EXTERIOR) NO DATE REMARKS r AS REQUIRED. 4. EATON/CUTLER HAMMER (BOLT ON BREAKERS) 3 A ALL WIRE SHALL BE COPPER WITH THWN INSULATION. 60" FIRE ALARM CONTROL PANEL/UNIT (DISPLAY) REVISIONS 4. IF ANY ITEM IN THE SUBMITTAL IS "NOT ACCEPTABLE" FOR ANY REASON, ITIII• PANELBOARDS B. THE USE OF ARMORED, MC, BX, NM, OR ANY MANUFACTURED CABLE ASSEMBLY. AUTOMATICALLY VOIDS THE ENTIRE SET, AND A RE-SUBMIT OF ALL IS REQUIRED A. PROVIDE DEAD-FRONT SAFETY CONSTRUCTED FACTORY-ASSEMBLED CIRCUIT BREAKER 36" INTERCOM (AREA ONLY) C. ALL CIRCUITS 30 AMPS AND ABOVE AND ALL 208 VOLTS SHALL BE IN RACEWAY. TO OBTAIN ACCEPTANCE OF ALL ITEMS. D. ALL WIRING SHALL BE IN CONDUIT. TYPE PANELBOARDS IN SIZES AND RATINGS AS INDICATED. EQUIP. WITH PANELBOARD 48" INTERCOMS r 5. EACH SET SHALL BE BOUND AND INDEXED INTO GROUPS SUCH AS FIXTURES, E. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: UNIT DEVICES, OF TYPES, RATINGS AND CHARACTERISTICS INDICATED. BUS STRUCTURE 0 PANELS, WIRING DEVICES, DISCONNECT SWITCHES, ETC.. 1. 208Y/120V SYSTEMS: PHASE A- BLACK, PHASE B- RED, PHASE C- BLUE, NEUT. AND MAIN LUGS OR MAIN BREAKER SHALL HAVE CURRENT RATINGS AS SHOWN ON THE 72 PANELS/PANELBOARDS (TOP) 6. MAKE EACH SET IDENTICAL PMELBOARD SCHEDULE, SUCH RATINGS SHALL BE ESTABLISHED BY TEST CONDUCTED - WHITE, GND. - GREEN. 48" PULL STATIONS (HANDLE) 7. SUBMIT CUT SHEETS AND TECHANICAL DATA ON THE FOLLOWING ITEMS : IN ACCORDANCE WITH UNDERWRITERS LABORATORIES STANDARD UL 67. THE USE OF r 2. 480Y/277V SYSTEM: PHASE A - YELLOW, PHASE 8 - BROWN, PHASE C -- 0 LIGHTING EQUIPMENT, PANELS, WIRING DEVICES, DISCONNECT SWITCHES, MOTOR CONDUCTOR DIMENSIONS WILL NOT BE ACCEPTED IN LIEU OF ACTUAL HEAT TEST. BUS 144" PHOTOCELLS STARTERS, TRANSFORMERS. ALL SUBMITTALS SHALL BE ONLY ORIGINALS, COPIES ORANGE, NEUT. - NATURAL GRAY, GND. - GREEN. BAR CONNECTIONS TO THE BRANCH CIRCUIT BREAKERS SHALL BE "PHASE-SEQUENCE" ■ ■ ■ 18" RECEPTACLES (CENTERLINE) z OF CUT SHEETS ARE NOT ACCEPTABLE. F. AWG #10 AND SMALLER SHALL BE SOLID. AWG #8 AND LARGER SHALL BE STRANDED. TYPE. THREE-PHASE, FOUR WIRE BUSSING SHALL BE SUCH THAT ANY THREE ) 8. IN CASE OF DISCREPANCIES BETWEEN SETS OF SUBMITTALS, THE SET RETAINED II. WIRE CONNECTIONS FIELD VERIFY ALL CONDITIONS 24" RECEPTACLES (EXTERIOR) o ADJACENT SINGLE-POLE BREAKERS ARE INDIVIDUALLY CONNECTED TO EACH OF THE BY THE OWNER'S REPRESENTATIVE SHALL HAVE PRECEDENCE. A. ALL FEEDER AND SUB-FEEDER WIRING CONNECTIONS SHALL BE MADE WITH THREE DIFFERENT PHASES IN SUCH A MANNER THAT TWO OR THREE-POLE BREAKERS 26" RECEPTACLES (GARAGES) p VIII. IDENTIFICATION NAMEPLATES COMPRESSION CONNECTORS BY SQUARE D OR ACCEPTABLE EQUIVALENT. CAN BE INSTALLED AT ANY LOCATION. ALL CURRENT CARRYING PARTS OF THE BUSS NOTE! AS NOTED IN THE SPECIFICATIONS, ALL WIRING LAYOUTS, PIPING LAYOUTS AND 48" RECEPTACLES IN EQUIPMENT ROOMS = A PROVIDE NAMEPLATES ON ALL ITEMS OF ELECTRICAL EQUIPMENT THAT HAS A CONTROL B. ALL BRANCH WIRING CONNECTIONS SHALL BE 3M SCOTCH LOCK CONNECTORS OR ASSEMBLY SHALL BE PLATED COPPER WITH CONDUCTIVITY OF NOT LESS THAN 98%. DUCT LAYOUTS ARE SCHEMATIC. EXACT LOCATIONS SHALL BE DETERMINED BY THE PANEL AND ALL ITEMS WHERE A SUBMITTAL WAS MADE, EXCEPT FOR WIRING DEVICES. ACCEPTABLE EQUIVALENT. B. PANELBOARD ENCLOSURE: PROVIDE GALVANIZED SHEET STEEL CABINET TYPE CONSTRUCTION AND STRUCTURE OF THE BUILDING AND SHALL BE VERIFIED AND 48" REMOTE INDICATING LIGHT (EQUIPMENT ROOMS) u MAKE NAMEPLATES FROM WHITE ENGRAVING STOCK WITH BLACK LETTERS AND BLACK C. WHERE CABLE CONNECTIONS REQUIRE INSULATION, SCOTCH #33, ELECTRICAL TAPE ENCLOSURES, IN SIZES AND NEMA TYPES AS INDICATED, CODE GAUGE MINIMUM COORDINATED IN THE FIELD. EACH TRADE CONTRACTOR SHALL VERIFY WITH THE 2S GENERAL CONTRACTOR THAT A THOROUGHLY REVIEWED AND COORDINATION OF ALL CEILING REMOTE INDICATING LIGHT (FINISHED AREAS) FOUR EDGE BEVEL WORDING SHALL SUITABLY DESCRIBE ITEMS AND NAMEPLATES SHALL BE USED FOR WRAPPING. i6-GAUGE THICKNESS. CONSTRUCT WITH MULTIPLE KNOCKOUTS AND WIRING GUTTERS. LOCATIONS AND ROUTINGS WITH ALL OTHER TRADES PRIOR TO FABRICATION OF PROVIDE FRONTS WITH ADJUSTABLE TRIM CLAMPS, AND DOORS WITH FLUSH LOCKS AND 4$" SAFETY SWITCHES 0 SHALL BE ATTACHED USING PROPER SIZE AND TYPE STAINLESS STEEL BOLTS, LOCK BOXES AND FITTINGS CONDUITS, DUCTS, OR PIPING, AND START OF INSTALLATION OF SAME (INCLUDING ® z KEYS, ALL PANELBOARD ENCLOSURES KEYED ALIKE, WITH CONCEALED PIANO DOOR WASHERS AND NUTS. GLUE ON, TAPE ON OR TAPE TYPE NAMEPLATES ARE NOT SPRINKLER PIPING WHEN PRESENT ON JOB). ANY INSTALLATION OR CONSTRUCTION 48" STARTERS ACCEPTABLE. I. BOXES AND FITTINGS HINGES. EQUIP WITH INTERIOR CIRCUIT DIRECTORY FRAME, AND CARD WITH CLEAR CONFLICTS WHICH OCCUR IN THE FIELD SHALL BE RESOLVED BY THE TRADE PROVIDER IX. WARRANTIES PLASTIC COVERING. PROVIDE BAKED GRAY ENAMEL FINISH OVER A RUST INHIBITOR 48" SWITCHES (CENTERLINE) k r A. EXTENT OF ELECTRICAL BOX AND ASSOCIATED FITTING WORK IS INDICATED BY TO THE SATISFACTION OF THE OWNER AND/OR ARCHITECT AND AT NO EXPENSE TO THE COATING. PROVIDE ENCLOSURES FABRICATED BY SAME MANUFACTURER AS JUICE BAR AND SCHEDULES. OWNER, ARCHITECT AND/OR GENERAL CONTRACTOR. 1®48",1®3s' TELEPHONES (PUBLIC) ne ul AN A. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM PANELBOARDS. MINIMUM DEPTH OF 5-3/4" & MINIMUM WIDTH OF 20" FOR PANELS. w DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND II. OUTLET BOXES SEE PANEL SCHEDULES. 18" TELEPHONE DATA OUTLETS (CENTERLINE) g PROPERLY CORRECT LATENT DEFECTS ARISING WITHIN THIS PERIOD UPON A CEILING: 4" SQUARE, 2-1/8" DEEP FOR EXPOSED OR FURRED WORK: 3" DEEP FOR THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO HARBOR VIEW HILLS NOTIFICATION BY THE OWNER'S REPRESENTATIVE WITHOUT ADDITIONAL COMPENSATION BOXES POURED IN CONCRETE. PROVIDE CONCRETE POUR BOXES OF THE TYPE BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN 6" TELEPHONE TERMINAL BOARD (BOTTOM) 1620 SAN MIGUEL DR X. CLEANING SPECIALLY DESIGNED FOR THE APPLICATION. PROVIDE PLASTER RINGS WHERE THE BID ALL COSTS TO MELT THE DESIGN INTENT. CLARIFICATIONS MADE BY THE 18" TELEVISION OUTLETS REQUIRED. ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE NEWPORT BEACH, CA 0 A .REGULARLY DURING EACH WORKING DAY, REMOVE REFUSE AND DEBRIS ACCUMULATING IMPLEMENTED AT CONTRACTORS COST. 84" VISIBLE APPLIANCES (CENTERLINE) H FROM ELECTRICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK, LEAVE B. WALL- 4" SQUARE, 2-1/8" DEEP BOXES: PROVIDE EXTENSION RINGS OR COVERS OF THE PREMISES "BROOM CLEAN' INSOFAR AS AFFECTED BY ELECTRICAL WORK. SUFFICIENT DEPTH TO BRING COVERS FLUSH WITH THE FINISHED SURFACE. PROJECT NO., 2016.0455 r C. MASONRY. FOR FLUSH MOUNTED BOXES IN EXPOSED MASONRY OR TILE, PROVIDE BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF ALL CODES, DATE. 02.16.2017 Y B. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR REGULATIONS, UTILITY REQUIREMENTS, LAWS AND ORDINANCES APPLICABLE TO THIS SITE COVERS WITH SQUARE CORNERS ON THE RAISED PORTION AND WITH SUFFICIENT DEPTH TO FINAL ACCEPTANCE. AND SHALL INCLUDE IN THE BID THE COSTS FOR ALL WORK PROVIDED IN STRICT o XI. TEST AND ADJUSTMENT TO TRIM OUT FLUSH WITH FINISHED SURFACE. ACCORDANCE WITH THESE GOVERNING ITEMS, THE PLANS AND SPECIFICATIONS NOT o D. EXPOSED AND KITCHEN EQUIPMENT: PROVIDE FS OR FD BOXES WITH SUITABLE WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER AND/OR OWNER E 0 0 1 A PROVIDE ALL LABOR, INSTRUMENTS, AND OTHER SERVICES REQUIRED FOR COMPLETE WEATHERPROOF COVERS. OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT AND SATISFACTORY TEST AND ADJUSTMENT OF ELECTRICAL SYSTEMS AND RELATED III. PULL AND JUNCTION BOXES FOR DIRECTIONS. WORK. A. PROVIDE BOXES WHERE REQUIRED TO FACILITATE THE PULLING OF WIRES OR CABLES. p 1. CHECK ALL MOTORS AND ROTATING EQUIPMENT FOR PROPER ROTATION. GENERAL INFORMATIONBOXES SHALL BE IN ACCORDANCE WITH ARTICLE 370 OF N.E.C.. AND SPECIFICATIONS 2. TEST ALL FEEDERS WITH MEGGER PRIOR TO ENERGIZING TO ASSURE CODE RESISTANCE IS MET, (AND WITHOUT 'SHORTS' OR 'OPEN CIRCUITS'). CHECKED: AG DRAWN: CB 0 PA2017-089 VERIFY IN FIELD ALL KITCHEN EQUIPMENT CONNECTIONS AND REQUIREMENTS KEYED NOTES O DAVID BOYCE PRIOR TO ROUGH-IN AND INSTALLATION OF DEVICES. VERIFY ALL DEVICE ARCHTBCT LOCATIONS AND MOUNTING HEIGHTS WITH FOOD SERVICE CONTRACTOR. MAKE PROVIDE RECEPTACLES MOUNTED WITHIN MILLWORK FOR EQUIPMENT. COORDINATE DIRECTED BY THE FOOD SERVICE CONTRACTOR. ADJUSTMENTS IN FIELD TO MATCH ACTUAL EQUIPMENT BEING INSTALLED, AS 1. EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO FOR IN. LOW VOLTAGE DEVICES AND WIRING PROVIDED BY OTHERS. FOR EVERY INSTANCE PROVIDE STANDARD RECEPTACLES FOR CIRCUITS DEDICATED TO SPECIFIC 2. COORDINATE WITH FLOOR SLAB FOR THE INSTALLATION OF UNDERGROUND OF LOW VOLTAGE, PROVIDE (1) ONE SINGLE GANG JUNCTION BOX AND W CONDUIT EQUIPMENT. SUBJECT TO THE APPROVAL OF CODE ENFORCING AGENCY. CONDUITS TO SERVE MILLWORK. VERIFY NO STRUCTURAL ELEMENTS ARE BELOW IN WALL WITH PULL STRING TO 6"IN TO CEILING SPACE, UNLESS OTHERWISE GRADE PRIOR TO SAW CUTTING. PROVIDE NEW CONCRETE FLOOR PATCH IN AREA NOTED. COORDINATE EXACT LOW VOLTAGE REQUIREMENTS WITH OWNER PRIOR TO OF SLAB REMOVAL. INSTALL NEW FLOOR FINISH OVER NEW SLAB PATCH AS ALL 125V, SINGLE PHASE 15 AMP AND 20 AMP RATED RECEPTACLES INSTALLED IN INDICATED ON ARCHITECTURE FINISH SCHEDULE. ANY DAMAGE TO STRUCTURAL BID. THE LOCATIONS SPECIFIED IN NEC.ART 210.8 (B)(1) - (8) SHALL HAVE GROUND ELEMENTS MADE DURING CONSTRUCTION SHALL BE REPAIRED AT CONTRACTOR'S FAULT CIRCUIT INTERRUPTER PROTECTION. SOLE EXPENSE. NOTE THAT THE ISOLATED GROUNDING TYPE RECEPTACLES AND CLOCK TYPE 3. INSTALL WALK-IN COOLER LIGHTS THAT ARE SHIPPED LOOSE. CONNECT TO 604 COURTLAND STREET RECEPTACLES LOCATED IN THE KITCHEN/SERVING AREA SHALL BE PROTECTED BY CIRCUIT A-17. SUITE 100 GROUND FAULT TYPE CIRCUIT BREAKERS RATHER THAN GROUND FAULT TYPE ORLANDO, FLORIDA 32804 RECEPTACLES SINCE THESE RECEPTACLES ARE NOT AVAILABLE AS GROUND-FAULT 4. NEW INTERIOR AND EXTERIOR TIME CLOCKS, COORDINATE EXACT LOCATION WITH PH 407.645.5008 TYPE RECEPTACLES. GFCI BREAKERS REQUIRE A DEDICATED NEUTRAL (NOT SHARED) OWNER. PROVIDE TIME CLOCKS AND 0-2HR OVERRIDES PER DETAILS 6/E201 FX 407.629.9124 N N N N iv TO OPERATE PROPERLY. AND 8/E201. ® ® ALL OUTLETS THAT ARE LOCATED IN MILLWORK NEED TO BE COORDINATED WITH 5. PROVIDE 24%24"0/4' FIRE-RATED PLYWOOD BACKBOARD WITH DUPLEX SEAL: qp MILLWORK DRAWINGS. RECEPTACLE. DO NOT PAINT BACKBOARD AND INSTALL WITH FIRE RATING iwSBBC@wew�s NOT FOR CONSTRUCTION'1@EA tuuNmeTeauNiwusaNRneEu®sruuwueRow. LME A-18 VISIBLEPROVIDE TELEPHONE CONDUIT FROM LANDLORD'S DEMARC TO LOCATION X ' N M N M N 1:4 18 SHOWN. 20 4 ACK F HOUSE 6. J-BOX FOR EXTERIOR SIGN. SIGNAGE SHALL BE INSTALLED AT LEAST 3'-0" OFF ��NEER b o 0 0 34 -25 A-7 THE INSIDE OF THE STOREFRONT SYSTEM. CONNECT TO CIRCUIT SHOWN AND gS0 2y N A-23 104 1 WIRE VIA TIME CLOCK (REFER TO DETAIL 6/E201). o= J by o ti 2 3t O SEATING N < ev 4 - - x / JUICING/BLENDING 100 7. EMERGENCY BATTERY PACKS, NIGHT LIGHTS, AND EXIT SIGNS SHALL BE WIRED 6 AHEAD OF ALL CONTROLS (NOT SWITCHED). C� rn oa' O>b tiP 3 N A-50-27 O 8. PROVIDE WALL-MOUNTED OCCUPANCY SENSOR (LUTRON SMS-Z101-V). ANEL A a a 34 - 5R _11 42" • 9. SWITCH BANK CONSISTING OF SWITCHES "a" - "e" AND A 0-2 HOUR OVERRIDE 19 COOLER 11 SWITCH, UNDER A COMMON FACEPLATE FOR CONTROL OF LIGHTING. MOUNT AT A 105 I 2 MAXIMUM OF 48" AFF. LABEL EACH SWITCH PER AREA SERVED WITH STATUS ®3 • TEF I INDICATOR. SEE DETAIL 2/E101. A-1 33 � 12 14 1 ( 1t 10. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR FOR AUTOMATIC CONTROL OF 5 -3 A-10 A-7 DAYLIGHT ZONE. x i i A-18 VEA -20 A-16 �®r � 11. EXHAUST FAN SHALL BE INTERLOCKED WITH RESTROOM LIGHTING. HALLWAY 12. REQUIREMENTS FOR WALK-IN COOLER: 24X60-7%8"e 2 X60-7!86 17 RA.LAn M102 -18 KITCHEN EQUIPMENT MARK - PROVIDE WIRING TO EVAPORATOR. NUMBER, REFER TO A501 - PROVIDE CONTROL WIRING BETWEEN CONDENSER & EVAPORATOR. PANEL AND CIRCUIT NUMBER - INSTALL COOLER LIGHT FIXTURES THAT ARE SHIPPED LOOSE. RTU A-1:3:5^ j - VAPOR SEAL ALL CONDUIT PENETRATIONS. PENETRATIONS MUST BE PROPERLY ej I�I�A60A/3P, NEMA 3R SEALED AGAINST COLD LOSS AND INFILTRATION TO PREVENT CONDENSATION (ON ROOF) X—XX AND ICE FORMATION. SILICONE CAULKING IS THE RECOMMENDED SEALANT. A-20 13. PROVIDE 120V POWER FOR WALK-IN COOLER LIGHTS AND DOOR HEATER. L———J WP/GFI PROVIDE WIRE AND LAMPS FOR WALK-IN COOLER LIGHTS. 16 14. MAKE PENETRATIONS IN WALK-IN COOLER WITH CONDUIT SEALING FITTINGS & NIPPLE TO CAST FIXTURE J-BOX. CIRCULATION OF AIR FROM WARMER TO COLDER SECTIONS OF INTERIOR RACEWAY SYSTEM EXPOSED TO WIDELY NORTH DIFFERENT TEMPERATURES SHALL HAVE JOINTS FOR CONDUIT AS REQUIRED TO COMPENSATE FOR THERMAL EXPANSION AND CONTRACTION. 15. PROVIDE 30A/2P NEMA i DISCONNECT SWITCH FOR WALK-IN CONDENSER. 16. ROOF TOP UNIT TO REMAIN. VERIFY ELECTRICAL EQUIPMENT IS IN GOOD ELECTRICAL PLAN - POWER 114" — 1 '-0" KITCHEN EQUIPMENT NTS WORKING CONDITION. CONNECT TO NEW CIRCUIT SHOWN. O NOMENCLATURE 17. RECEPTACLE MOUNTED ABOVE CEILING. COORDINATE LOCATION OF RECEPTACLE WITH LOCATION OF WALK-IN CONDENSING UNIT. 18. PROVIDE SHOW WINDOW RECEPTACLE, MOUNT ABOVE WINDOW. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH-IN. 19. PROVIDE NEW PANEL TO REPLACE EXISTING PANEL IN THE SAME LOCATION. a CONTRACTOR SHALL MAKE FINAL CONNECTION FROM LANDLORD'S ELECTRICAL SERVICE TO TENANT'S PANEL. SEE DETAIL 4/E201. o a 20. PROVIDE MOTOR RATED SWITCH FOR NEW AIR CURTAIN. N REFER TO ARCHITECTURAL REFLECTIVE CEILING PLAN FOR )` LOCATION OF FIXTURES IN HARD CEILING, 2 0 SEATING SEATING JUICING/ W (DAYLIGHT (DAYLIGHT SEATING BLENDING/ BACK OF 0-2 HR ZONE 1) ZONE 2) (DISPLAY) HALLWAY HOUSE OVERRIDE 4 04.26.17 PLANNING CMNTS o O 3 04.17.17 CLARIFICATION o 2 04.12.17 HEALTH COMMENTS 0 1 04.12.17 PERMIT COMMENTS r d DAYLIGHT ZO IT SUBMIT a SWITCH a SWITCH b SWITCH c SWITCH d SWITCH a 03.02.17 OWNER REVIEW r BAC OF H USEBE O I I NO DATE REMARKS r 104 B B REVISIONS C C C C 7iz X JUICING/BLENDING ( I �SWE� v 7 a 101 I I r BE O7 B I B B I BE g D DE D DE B B I A-8 (TIE) I DETAIL - SWITCH BANK O I 10 VIA SW. b l 10 EX O a I b I NTS A-1 VN. A-8 (TIE) OS 0 z SW. a VIA SW. d I I 0 LIGHTING FIXTURE SCHEDULE COOL17R B B B I O7 I 0 B BE B 8 A-8 TIE FIXTURE MANUFACTURER CATALOG NUMBER QTY DATA WAS WAS DESCRIPTION MOUNTING z 3 � (TIE) X / 9 i ° B AMERLUX CLX-R6 25 LED 0-10V, W/CLX-RD6 1 LED 45 45 6" GENERAL DOWNLIGHT RECESSED E TROD _ 6" GENERAL DOWNLIGHT WITH L — — — — — — — — L —— —— — — — — BE AMERLUX CLX-R6 25 LED 0-10V EM, W/CLX-RD6 t LED 45 45 RECESSED w D D 8 BE C C_ C C q_g 11E) 90 MIN BATTERY BACK UP w DE B VIA' C AMERLUX CLX-R6 25 LED O-10V, W/CLX-RLW6 1 LED 25 25 6" WALL WASH DOWNLIGHT RECESSED ALLW Y SEATING Q7100 D LITHONIA 2TL4 40L Al2 EZ1 LP835 1 LED 32 32 2'x4' RECESSED TROFFER RECESSED 1 102 nekaer DE LITHONIA 2TL4 40L Al2 EZ1 LP835 EL14L 1 LED 32 32 2'x4' RECESSED TROFFER WITH RECESSEDs 90 MIN BATTERY BACK UP JUICE BAR. ° r r EM DUAL-UTE LZ-2 2 LED 5 10 EMERGENCY LIGHT W/2 LAMPS WALL a HARBOR VIEW HILLS 66 X DUAL-UTE LX - LED - EXIT SIGN CEILING 1620 SAN MIGUEL DR c CLEAR ACRYLIC BLADE EXIT NEWPORT BEACH, CA ° EX DUAL-LITE CVER-1RNE - LED - SIGN RECESSED PROJECT NO: 2016.0455 r DATE: 02.16.2017 NORTH E1010 N ELECTRICAL PLAN - Q ELECTRICAL PLAN - LIGHTING 114 = I -o LIGHTING AND POWER CHECKED: AG DRAWN: CB 0 PA2017-089 DAVID NOTE: AVAILABLE SHORT CIRCUIT RATING FOR THE PANEL HAS BEEN ESTIMATED BASED ON DOCUMENTATION PROVIDED. ACTUAL AVAILABLE SHORT CIRCUIT PROVIDE A 225A, 42-CIRCUIT, EATON CURRENT AT THE SERVICE DISTRIBUTION EQUIPMENT WILL DEPEND UPON PANEL A UTILITY COMPANY TRANSFORMER AND PRIMARY FAULT CALCULATIONS. THE TYPE PRL1A PANELBOARD (OR R� AVAILABLE SHORT CIRCUIT CURRENT MAY VARY FROM THE ENGINEER'S LOCATION: SEE PLANS MAIN: 200A MCB CONN. LOAD: 40.7 KVA EQUIVALENT PANELBOARD BY SQUARE D ESTIMATED VALUE. OBTAIN THE ACTUAL TRANSFORMER AVAILABLE SHORT VOLTAGE: 208Y/120V SYSTEM: 30, 4W FEED: TOP OR GE). CIRCUIT INFORMATION FROM THE ELECTRICAL UTILITY PROVIDER AT THE TRIM: FLUSH BUS RATING 200A GROUND BUS: YES ISOLATED GROUND BUS: YES TIME OF CONSTRUCTION AND PRIOR TO ORDERING PANEL AND DETERMINE EXACT AVAILABLE INTERRUPT CURRENT RATING NEEDED FOR PANEL NOTES CKT LOAD SERVED COND PHASE NEUT GND BKR DMD L1 12 L3 IDMDIBKR COND IPHASE1 NEUT GND LOAD SERVED CKT NOTES g w PROVIDE THIS INFORMATION TO THE ENGINEER FOR RENEW PRIOR TO 3 1 ERTU-1 3/4" #8 #8 #10 45/3 A _ 20/1 - - - - SPARE 2 - o Y m N ORDERING PANEL - 3 3 #8 A _ _ 20/1 - - - - SPARE 4 - Y 0 o m " ¢ 604 COURTLAND STREET 3 5j •• #8 A _ _ 20/1 - - - - SPARE 6 - F a =o m SUITE 100 - 7 LIGHTING - SHOW WINDOW 3/4" #12 #12 #12 20/1 L L 20/1 3/4' #12 #12 #12 LIGH TING- SEATING AREA $ - • ® 3 0 0 n ORLANDO, FLORIDA 32804 9 TIME CLOCK 3/4' #12 #12 #12 20/1 L L 20/1 3/4' #12 #12 #12 LIGHTING- BACK OF HOUSE/TEF 1 0 - Poo ga o Q� PH 407.645.5008 11 SIGN 3/4' #12 #12 #12 20/1 L _ _ 20/1 - - - - SPARE 12 - QD 8 ® FX 407.629.9124 13 SPARE - - - - 20/1 _ _ _ 20/1 - - - - SPARE 14 - SEAL: - 15 1.1.1- COOLER EVAPORATOR 3/4• #12 #12 #12 20/1 K R 20/1 3/4" #12 #12 #12 RECEPTACLE - RESTROOM 16 - mI 0 ® g - fn 1® IMIAMIS'NOT FOR CONSTRUCTION'ERM 17 1.1- COOLER LIGHT CONTROL 3/4• #12 #12 #12 20/1 L R 20/1 3/4' #12 #12 #12 RECEPTACLES - GENERAL 18 - a el T�IBC6IFCiWilBtli[68&WYTOSE ■SNIAlR11 BFIBi. 19 RECEPTACLES - OFFICE 3/4• #12 #12 #12 20/1 R R 20/1 3/4" #12 #12 #12 RECEPTACLE - HVAC 20 - 1- ORK P FREEZER 3 • 2 12 12 20 1 K 20/1 3/4" #12 #12 #12 3.3 - REACH IN FREEZER 22 - GN ER - 23 AIR CURTAIN 3/4" #12 #12 #12 20/1 N K 20/1 3/4• #12 #12 #12 2.2 - WORKTOP REFRIGERATOR 24 - FLOOR J`'s �b2do N 34- RI 4 #12 1 12 2 R K 20/1 3/4" #12 #12 #12 10 - BLENDER 26 - g= a c - 27 7- CHILL MACHINE 3/4• #8 #8 #10 45/1 K K 20/1 3/4' #12 #12 #12 10 - BLENDER 28 - U - 29 54— ICE MAKER 3/4• #12 #12 #12 20/1 K K zo/03/4* #,2 #,2 #,2 10 - BLENDER 30 - TYPICAL MOUNTING HEIGHTS - 31 34- TICKET PRIMER 3/4• #12 #12 #12 20/1 R R 20/ #12 #12 #12 34- TICKET PRINTER 32 - O NTS '1Sinn. .-* 5� - 33 31- POINT OF SALE TERMINAL 3/4• #12 #12 #12 20/1 R R 45/ #8 #8 #t0 11- JUICER 34 - 3j 1.1.2- WALK-IN COOLER CONDENSER 3/4' #10 #10 #10 30/2 K R 45/ #8 #8 #10 11- JUICER 36 -37 #t0 K R 20/ #12 #12 #12 RECEPTACLE - TELEPHONE BOARD 3$ - 39 5- REFRIGERATOR 3/4• #12 #12 #12 20/1 K R 20/ #12 #12 #12 RECEPTACLES - GENERAL 40 - 41 SPARE - - - - 20/1 _ _ - 20/ - - - SPARE 42 - #8 GA. MIN HANGER WIRE INDEPENDENT OF CEILING INTERRUPT RATING: 10,000 AIC 19767 1176371133331 FROM: EXISTING 200 AMP DISCONNECT SUPPORT SYSTEM. DEMAND MINIMUM DEMAND MINIMUM REMAINING LOADS (IN VA ) CONNECTED FACTOR FEEDER LOADS CONNECTED FACTOR FEEDER CONTINUOUS LOADS 0 1.25 0 RECESSED LIGHTING 4135 1.25 5169 NON-SEASONAL REMAINING TROFFER NON-CONTINUOUS LOADS 612 1.0 612 RECEPTS TO 10 KVA 5566 1.0 5566 MOTORS 0 1.0 0 RFCEPTS REMAINING 0 0.5 0 LARGEST MOTOR 0 0.25 0 MISC. DEMAND LOADS 0 1.0 0 SPACE HEATING 0 0.0 0 WATER HEATING 0 1.0 0 TOTAL CONNECTED LOAD 40.7 KVA 113.2 AMPS 4 AIR CONDITIONING 11520 1.0 11520 KITCHEN EQUIP. 18904 0.65 12288 TOTAL DEMAND LOAD 35.2 KVA 97.7 AMPS OVERALL DEMAND FACTOR 0.86 FIXTURE CLAMP FIXTURE CLAMP Note 1. Feeder size: SEE RISER DIAGRAM Note 2. PROVIDE PANEL WITH BREAKERS SHOWN. Note 3. PROVIDE HACR RATED BREAKER(S) FOR CIRCUIT(S) A-1:3:5. LAY-IN CEILING GRID OELECTRICAL PANEL SCHEDULES O RECESSED FIXTURE MOUNTING NTS NTS MOUNTING 24 HR. TIMECLOCK EQUAL TO TORK 1101. NOTE STRAP VERIFY SETTING OF HOURS FOR CONTROL AVAILABLE SHORT CIRCUIT RATING FOR THE PANEL HAS BEEN ESTIMATED GREEN HEX HEAD EASED ON DOCUMENTATION PROVIDED. ACTUAL AVAILABLE SHORT CIRCUIT (EXISTING) GROUND SCREW ~ CURRENT AT THE SERVICE DISTRIBUTION EQUIPMENT WILL DEPEND UPON PHOTOCELL o LANDLORD CONNECTION UTILITY COMPANY TRANSFORMER AND PRIMARY FAULT CALCULATIONS. THE AVAILABLE SHORT CIRCUIT CURRENT MAY VARY FROM THE ENGINEER'S ELECTRICALEG OUTLET PC ESTIMATED VALUE. OBTAIN THE ACTUAL TRANSFORMER AVAILABLE SHORT SERVICE BOX z CIRCUIT INFORMATION FROM THE ELECTRICAL UTILITY PROVIDER AT THE H TIME OF CONSTRUCTION AND PRIOR TO ORDERING PANEL AND DETERMINE ra 4-POLE MECH. HELD A-9 (120V) T -T- EXACT AVAILABLE INTERRUPT CURRENT RATING NEEDED FOR PANEL N LIGHTING CONTROL N PROVIDE THIS INFORMATION TO THE ENGINEER FOR REVIEW PRIOR TO RELAY IN NEMA 1 0 ORDERING PANEL 0 ENCLOSURE WITH 0 LINE VOLTAGE COIL z G AND AUXILIARY MODULE 47 FOR 2a Q a WIRE 120 VAC a CL0 > 4 04.26.17 PLANNING CMNTS CONTROL. RELAY 0 0 0 0 H m N 3 04.17.17 CLARIFICATION SHALL BE EQUAL TO 0 CONDUITASCO 917 SERIES. 2 04.12.17 HEALTH COMMENTS METER 1 04.12.17 PERMIT COMMENTS c NORMAL COMMON" H 03.07.17 PERMIT SUBMIT a(PROVIDED BY L.L) BUILDING GROUND (EG) ISOLATED _ CONTROL C 03.02.17 OWNER REVIEW O GROUND ———— MODULE /0 0 0N NO DATE REMARKS r EG BUS J REVISIONS s 2 W W w U 0 0 0 N Q Q Q d dd 4 #3/0 CU, IG BUS _ ^ ^ o #s cIG2 C NISOLATED GROUND RECEPTACLE LIGHTING CONTROL DIAGRAM - EXT. (PROVIDED BY L.L.) C0 NTS C NTS 200A FUSIBLE ■ ■ ■ ■ Z DISCONNECT SWITCH 24 HR. TIMECLOCK EQUAL TO (PROVIDED BY L.L.) VERIFY SETTING OF HOURS FOR OCONTROL* o 0-2 HR. ROTARY o OVERRIDE SWITCH z MOUNTING TEW SPACE STRAP RS u 4 #3/0 CU, ELECTRICAL GREEN HEX HEAD 1 #6 CU GND, CONTRACTOR TO GROUND SCREW H 4-POLE MECH. HELD BONDING A-9 (120V) z IN 2•C MAKE FINAL CONNECTION JUMPER LIGHTING CONTROL N T T ® 0 IN NEMA 1 t(PROVIDED BY LL.) CONNECTION TO RNC OSURE WITH r PANEL. OUTLET ne LINE VOLTAGE COIL JUICE BAR BOX AND AUXILIARY o c PANEL 'A' O MODULE 47 FOR 2 ^ °D i N 0 0 0 0 HARBOR VIEW HILLS 3PH, 4W EG WIRE 120 VAC o 208Y/120V CONTROL. RELAY MLO SHALL BE EQUAL TO NEWPORT BEACH1620 SAN LCA DR 0 ASCO 917 SERIES. 225A ' H CONTROL CONDUIT ` C MODULE PROJECT NO: 2016.0455 ' N DATE: 02.16.2017 0 VXD (A CONVENTIONAL (n r, 0 RECEPTACLE 1.. N SERVICE RISER DIAGRAM CONVENTIONAL RECEPTACLE LIGHTING CONTROL DIAGRAM - INT. ELECTRICAL DETAILS o 4 NTS O NTS O NTSCHECKED: AG DRAWN: CB PA2017-089 DAVID BBOYCE 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: 10SIICOMMIS'NOT FOR CONSTRUCTION'IIUSS IFYB6RCTNH6YFF/SR/IIN111AnSMAPNY RUN. �G\NEER * � e Y F. "r,0 , /,y N y 0 a U STATE OF CALIFORNIA STATE OF CALIFORNIA ,-�, STATE OF CALIFORNIA INDOOR LIGHTING INDOOR LIGHTING INDOOR LIGHTING y o o 0 CEGNRCC-LTi-01-E(Revised 04116) CALIFORNIA ENERGY COMMISSION LEC-NRCC-LTI-01-E(Revised 04/16) CALIFORNIA ENERGY COMMISSION OCERTIFICATE IOF(COMPRevised LIANCE CALIFORNIA ENERGY COMMISSIONNRCC-LTI-01-E CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E ���1SI03a Indoor Lighting (Page 1 of 6) Indoor Lighting (Page 2 of 6) Indoor Lighting (Page 3 of 6) Project Name: Date Prepared: Project Name:Nekter Juice Bar Date Prepared:February 14,2017 Project Name:Nekter Juice Bar Date Prepared:February 14,2017 Nekter Juice Bar February 14,2017 A.General Information C.Summary of Allowed Lighting Power E.Declaration of Required Certificates of Acceptance Climate Zone: Conditioned Floor Area: 1080 Sq.Ft. Conditioned and Unconditioned space Lighting must not be combined for compliance Declare by selecting yes for all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) 6 Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces YES NO FORM/TITLE Unconditioned Floor Area: Watts I Watts NRCA-LTI-02-A-Must be submitted for occupancy sensors and automatic time switch controls. ❑ Field Inspector Building Type: ❑✓ Nonresidential ❑ High-Rise Residential ❑ Hotel/Motel Installed Lighting899 Installed Lighting 0 E:1 Schools ElRelocatable Public Schools ❑� Conditioned Spaces C3 unconditioned Spaces OS NRCC-LTI-01-E,Table H,page 5 + NRCC-LTI-01-E,Table H, page 5 + Q. Q NRCA-LTI-03-A-Must be submitted for automatic daylight controls. ❑ Field Inspector Phase of Construction: ❑ New Construction Addition Portable Only for Offices Alteration 02 NRCC-LTI-01-E,Table G, page 4 + © Q NRCA-LTI-04-A-Must be submitted for demand responsive lighting controls. ❑ Field Inspector Method of Compliance: ❑ Complete Building ❑✓ Area Category ❑ Tailored 03 Minus Lighting Control Credits Minus Lighting Control Credits Q Q' NRCA-LTI-05-A-Must be submitted for institutional tuning power adjustment factor(PAF). Project Address: Harbor View Hills,1620 San Miguel Drive,Newport Beach,CA 92660 NRCC-LTI-02-E,page 2 NRCC-LTI-02-E, page 2 04 Adjusted Installed Lighting Power - 899 Adjusted Installed lighting Power - 0 plus row 2 minus row 3) (row 1 minus row 3) A Separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is on (row 1 ly B. Lighting Compliance Documents(select yes for each document included) for: CONDITIONED SPACE El UNCONDITIONED SPACE Complies ONLY if Installed S Allowed(Box 04<Box OS) Complies ONLY if Installed<_Allowed(Box 04<Box OS) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents,refer to the Nonresidential Manual published by the California Energy Commission. YES NO COMP.DOC. TITLE Allowed Lighting Power Allowed lighting Power F. Indoor Lighting Schedule and Field Inspection Energy Checklist Conditioned NRCC-LTI-03-E, page 1 Unconditioned NRCC-LTI-03-E,page 1 ✓ lighting O NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals. 05 The actual indoor htin Alterations with replacement luminaires that have at least 986 Alterations with replacement luminaires that have least ❑ g g power listed on the next 2 pages includes all installed permanent and planned portable lighting systems. Q lu ❑ When Complete Building Method is used for compliance, list each different type of luminaire on separate lines.Q NRCC-LTI-02-E Lighting Controls,Certificate of Compliance,and PAF Calculation.All Pages required on plans for all submittals. 50(35%lower power compared to the original existing luminaires, 50(35%lower power compared to the original existing luminaires, QQ O NRCC-LTI-03-E Indoor Lighting Power Allowance may instead use the allowed wattage from NRCC-LTI-06,page 2 may instead use the allowed wattage from NRCC-LTI-06,page 2 When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different functionarea on separate lines Q Q NRCC-LTI-04-E Tailored Method worksheets ❑✓ Also include track lighting in schedule,and submit the track lighting compliance document(NRCC-LTI-05-E)when line-voltage track lighting is installed. O O NRCC-LTI-05-E Line Voltage Track Lighting Worksheets D. Declaration of Required Certificates of Installation O ® NRCC-LTI-06-E Indoor Lighting Existing Conditions Declare by selecting yes for all of the Certificates that will be submitted.(Retain copies and verify forms are completed and signed.) YES NO Form/Title Q NRCI-LTI-01-E-Must be submitted for all buildings ❑ Field Inspector Q Q' NRCI-LTI-02-E-Must be submitted for a lighting control system,or for an Energy Management Control System(EMCs), ❑ Field Inspector to be recognized for compliance. NRCI-LTI-03-E-Must be submitted for a line-voltage track lighting integral current limiter,or for a supplementary Q Q' [I Field Inspector overcurrent protection panel used to energize only fine-voltage track lighting,to be recognized for compliance. NRCI-LTI-04-E-Must be submitted for two interlocked systems serving an auditorium,a convention center,a Q E] Field Inspector conference room,a multipurpose room,or a theater to be recognized for compliance. Q Q. NRCI-LTI-05-E-Must be submitted for a Power Adjustment Factor(PAF)to be recognized for compliance. ❑ Field Inspector NRCI-LTI-06-E-Must be submitted for additional wattage installed in a video conferencing studio to be recognized for 6 Q Q ❑ Field Inspector m compliance. i 0 r CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 �d z Z Z 0 O x U STATE OF CALIFORNIA .. O INDOOR LIGHTING `' STATE OF CALIFORNIA 4 04.26.17 PLANNING CMNTS 0 STATE OF CALIFORNIA LEC-NRCC-LTI-01-E(Revised 04/16) CALIFORNIA ENERGY COMMISSION INDOOR LIGHTING '' ° 3 04.17.17 CLARIFICATION INDOOR LIGHTING CEC-NRCC-LTI-01-E 04/16) CALIFORNIA ENERGY COMMISSION O CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E 2 04.12.17 HEALTH COMMENTS CEC-NRCC-LTI-01-E(Revised 04116) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E r Indoor Lighting (Page 5 of 6) 1 04.12.17 PERMIT COMMENTS CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 6 of 6) Project Name:Nekter Juice Bar Date Prepared:February 14,2017 03.07.17 PERMIT SUBMIT a Indoor Lighting (Page 4 of 6) project Name:Nekter Juice Bar Date Prepared:February 14,2017 03.02.17 OWNER REVIEW r Project Name:Nekter Juice Bar Date Prepared:February 14,2017 a A Separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: NO DATE REMARKS r ✓ CONDITIONED SPACE DOCUMENTATION AUTHOR'S DECLARATION STATEMENT ❑ ❑ UNCONDITIONED SPACE REVISIONS ?. G. Installed Portable Luminaires in Offices—Exception to Section 140.6(a) ® 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. This section shall be filled out ONLY for portable luminaires in offices(As defined in§300.1). All other planned portable luminaires shall be documented on next page of Documentation Author Name: Documentation Author signatvre: Corey Birch H. indoor Lighting Schedule and Field Inspection Energy Checklist ® Company: Signature Date: 3 this compliance document. t Interplan LLC February 14,2017 - This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office Luminaire Schedule Installed Watts Location Field Inspector Address: CEA Certification Identification(if applicable): ++ 01 02 03 04 05 06 07 08 604 Courtland Street,Suite 100 N/A o - Fill out a separate line for each different office.Small offices that are typical(having the same general and portable lighting)may be grouped together.This allowance City/State/Zip: Phone: c How wattage was Orlando,FL 32804 407.645.5008 a shall not be traded between offices having different lighting systems. e determinedv O Office Portable Luminaire Schedule Office Installed Portable Luminaire W/ftz Office Location Field Inspector RESPONSIBLE PERSON'S DECLARATION STATEMENT 71120180- o Y ,� I certify the following under penalty of perjury,under the laws of the State of California: Ol 02 03 04 OS 06 07 08 09 10 `w w c = 1. The information provided on this Certificate of Compliance is true and correct. o m Complete Luminaire Description a .� w ,�Installed If G0650.3, w „�+, c a c .�. x(i.e,3 lamp fluorescent troffer, fe E 'E ,� o Primary Function area in which 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Complianceo Z portable qWatts enter Z m 3 J z' 3 3 = (responsible designer). F Identify Office area in F32T8,one dimmable electronic ballast) these luminaires are installed Pass Fail 3_ 3 luminaire F m per zero; h 3. The energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified on this Certificate of 0 m Cr o (GOS x G07) which these portable - ❑ ❑ 0 @ O Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations. 12 Complete Luminaire Description watts in � square Z luminaires are installed- g, B LED Downli ht 25 ✓ 19 475 Sales . 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable complianceLu (i.e.,LED,under cabinet,furniture mounted Watts per this office ,� foot if G06>0.3, g ❑ ❑ /Dining Area Q 0 direct/indirect) Luminaire (G02 x G03) (G04 J GOS (GO6-0.3) C LED Wall Washer 25 El ❑✓ 8 200 Sales/Dining Area e' 0 documents,worksheets,calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s)issued for the building,and made available to the 0 1 0 O Q D 2x4 LED Recessed Troffer 32 ❑ ❑✓ 7 224 Sales/Dining Area 0' 0 . enforcement agency for all applicable inspections.I understand that a completed signed copy of this Certificate of Compliance is required to be included wit the documentation the 0 0 0 O ❑ ❑ 0 Q' 'O builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: 0 0 0 Q El El 0 QQ Q Malcolm G.Russo 0 0 O O ❑ ❑ 0 Q. v Company: Date Signed: � Interplan LLC February 14,2017 Ater 0 0 O 0 ❑ ❑ 0 V 0 Address: License: _ r ne 604 Courtland street,Suite 100 E014010 JUICE: BAR rc Enter sum total of all pages into NRCC-LTI- ❑ ❑ 0 �, . .Q r City/State/Zip: Phone: Total installed portable luminaire watts that are greater than 0.3 W/ftz per office: 01-E; Page 2 INSTALLED WATTS PAGE TOTAL: Enter sum total of all pages into Orlando,FL 32804 407.645.5008 fn 899 NRCC-LTI-OS-E;Page 2 HARBOR VIEW HILLS 1620 SAN MIGUEL DR c NEWPORT BEACH, CA 0 U C PROJECT NO: 2016.0455 c DATE: 02.16.2017 S 0 a 0 CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 E 4 O 1 0 CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 TITLE 24 Q CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 >_ t7 a CHECKED: AG DRAWN: CB 0 PA2017-089 DAVID BOYCE ARCH=cr 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629.9124 SEAL: INS IOLIREATN'NOT FOR CONSTRUCTION'rRFSB TRAIMMTOR111 ETISRIYIIIEII®SEIIIPPEII MR. \NEER c y ys0 biyd N a N U O �� O �o�d�JS/o3a � yti W d m 0 O c a cQ Z Z Z Z (9 c O N STATE OF CALIFORNIA U INDOOR LIGHTING — LIGHTING CONTROLS STATE OF CALIFORNIA STATE OF CALIFORNIA Z CEC-NRCC-LTI-02-E(Revised 01/16) CALIFORNIA ENERGY COMMISSION INDOOR LIGHTING —LIGHTING CONTROLS INDOOR LIGHTING — LIGHTING CONTROLS 4 04.26.17 PLANNING CMNTS o CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E CEC-NRCC-LTI-02-E(Revised 0l/16) CALIFORNIA ENERGY COMMISSION CEC-NRCC-LTI-02-E(Revised 01/16) CALIFORNIA ENERGY COMMISSION 3 04.17.17 CLARIFICATION Indoor Lighting-Lighting Controls CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E o (Page 1 of 3) 2 04.12.17 HEALTH COMMENTS Project t Nam`NekterJuice Bar DiePfpaediFebruary 14,2017 Indoor Lighting-Lighting Controls (Page 2 of 3) Indoor Lighting-Lighting Controls (Page 3 of 3) 1 04.12.17 PERMIT COMMENTS c "`°""""" Nekter Juice Bar Date PreParea: February 14,2017 Project Name: Juice Bar Date Preoarea:February 14,2017 03.07.17 PERMIT SUBMIT 03.02.17 OWNER REVIEW r A. Mandatory Lighting Control Declaration Statements (Indicate if the measure applies by checking yes or no below.) @No DATE REMARKS r A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: 3 YES NO Control Requirements ❑✓ CONDITIONED SPACES ElUNCONDITIONED SPACES DOCUMENTATION AUTHOR'S DECLARATION STATEMENT REVISIONS 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. i Documentation Author Name: Documentation Author Signature: Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance Corey Birch B. Mandatory and Prescriptive Indoor Lighting Control Schedule, PAF Calculation,and Field Inspection Checklist Company: signature Date: C Efficiency Regulations in accordance with Section 110.9. I>a y o Interplan LLC February 14,2017 Lighting shall be controlled b a lighting controls stem or energy management controls stem in accordance with §110.9. An Installation Certificate PAF Credit Calculation t W $ g y g g y gy g y T Address: CEA Certification Identification(if applicable): 0 @604 Courtland Street N/A o shall be submitted in accordance with Section 130.4(b). y a m ^ n City/State/Zip: Phone: d One or more Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with§110.9 and Standards Complying With 1 r m ' Orlando,FL 32804 407.645.5008 0 ® §130.0.Additionally,an Installation Certificate shall be submitted in accordance with Section 130.4(b). I,/all that apply,or leave empty ? o N x m 3 , a RESPONSIBLE PERSON'S DECLARATION STATEMENT ti A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.0.Additionally,an Lighting Control Schedule if Exempted) ao' n ° D a o a m ° I certify the following under penalty of perjury,under the laws of the State of California: z Q1. The information provided on this Certificate of Compliance is true and correct. c Installation Certificate shall be installed in accordance with Section 130.4(b). 01 02 03 04 05 06 07 08 1 09 10 11 12 13 14 35O 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance ® O All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's Type/Description of Lighting (responsible designer). instructions in accordance with Section 130.1. Control(i.e.:occupancy sensor, # `0` `CM `Cn (cn `7` � 3. The energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified on this Certificate of 12 w w w w w Ao f.+ v -„ Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations. Z Location in Building automatic time switch, of o 0 0 0 0 0 o & ®• 0 All luminaires shall he functionally controlled with manual ON and OFF lighting controls in accordance with Section 130.1(a). o N N rn ,° = 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance dimmer,automatic daylight, Units �+ �, `? ni a documents,worksheets,calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application. General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display,window display,case display,ornamental, etc...) S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s)issued for the building,andade available to the Q Q and special effects lighting shall each be separately controlled on circuits that are 20 amps or less.When track lighting is used,general,display, Back of House Auto OFF Timer 2 • 0 ❑ 0 0 enforcement agency for all applicable inspections.I understand that a completed signed copy of this Certificate of Compliance is required to be included wi the documentation the i builder provides to the building owner at occupancy. ornamental,and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. Juicing/Blending Wall Switches 5 • • 0 El0 0 Responsible Designer Name: Responsible Designer Signature: Malcolm G.Russo The general lighting of any enclosed area 100 square feet or larger,with a connected lighting load that exceeds 0.5 watts per square foot shall meet the Seating Area Occupancy sensor 2 • • o El0 0 kter c-, H Company: Dace Signed: multi-level lighting control requirements in accordance with Section 130.1(6). Restroom Occupancy Sensor 1 • • 0 ❑ 0 Interplan LLC February 14,2017 ner Address: license: JUICE BAR 0 ❑ 0 0 604 Courtland Street,Suite 100 E014010 0 Q All installed indoor lighting shall be equipped with controls that meet the applicable Shut-OFF control requirements in Section 130.1(c). ci y/s ate/zip: Phone: c oc 0 ❑ 0 0 Orlando,FL 32804 407.645.5008 Lighting in all Daylit Zones shall be controlled in accordance with the requirements in Section 130.1(d)and daylit zones are shown on the plans. o ❑ 0 0 HARBOR VIEW HILLS Control Credit PAGE TOTAL(Sum of Column 13): 0 1620 SAN MIGUEL DR Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE(Sum of all Column 13): ® O NEWPORT BEACH, CA g accordance with Section 130.1(e). Enter Control Credit total Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building,area,or site is operated for into NRCC-LTI-01-E; Page normal use,indoor lighting controls serving the building,area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in 1. PROJECT NO: 2016.0455 r © O accordance with Section 130.4.(a).The controls required to meet the Acceptance Requirements include automatic daylight controls,automatic shut-OFF 1.§130.1(a)=Manual area controls,§130.0(6)=Multi Level,§130.1(c)=Auto Shut-Off, §130.1(d)=Mandatory Daylight,-§130.1(e)=Demand Responsive, §140.6(d)= DATE: 02.16.2017 0 controls, and demand responsive controls. Additional lighting controls installed to earn a PAF,-§140.6(d)=Prescriptive Secondary Sidelit Daylight Controls. o 2. Check Table 140.6-A for correct Factor.PAFs shall not be traded between conditioned and unconditioned spaces.As a condition to earn a PAF,an Installation Certificate is o also required to be filled out signed,and submitted. O CA Building Energy Efficiency Standards-2016 Nonresidential Compliance January 2016 1 CA Building Energy Efficiency Standards-2016 Nonresidential Compliance January 2016 Cut Building Energy Efficiency Standards-2016 Nonresidential Compliance January 2016 r TITLE 24 Q a CHECKED: AG DRAWN: CB 8 PA2017-089 DAVID BOYCE ARCH=Cr 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: TIIIIIIIIIEIIN'NOT FOR CONSTRUCTION'I1110 tEIII11iEBTW811111111SIIlYT1IE11�SNlIMW IFIBW. ,NEER �c O_ J`'SO /ydo A N ti a O CD o �O 0� J)bW Q STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE STATE OF CALIFORNIA CEC-NRCC-LTI-03-E(Revised 04/16) CALIFORNIA ENERGY COMMISSION INDOOR LIGHTING POWER ALLOWANCE CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E CEC-NRCC-LTI-03-E Revised 04116 CALIFORNIA ENERGY COMMISSION Certificate of Compliance-Indoor Lighting Power Allowance (Page 2 of 4) CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Project Name: Nekter Juice'Bar Date Prepared: February14,2017 Certificate of Compliance-Indoor Lighting Power Allowance (Page 1 of 4) Project Name:Nekter Juice Bar Date prepared:February 14,2017 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑✓ CONDITIONED spaces [J UNCONDITIONED spaces ❑✓ CONDITIONED spaces ❑ UNCONDITIONED spaces C-2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE � A.SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES 19 - Do not include portable lighting for offices.Portable lighting for offices shall be documented only in Section G of NRCC-LTI-01-E. If using Complete Building Method for compliance,use only the total in column(a)as total allowed building watts. - Separately list lighting for each primary function area as defined in§100.1 of the Standards. If using Area Category Method,Tailored Method,or a combination of Area Category and Tailored Method for compliance, use only the total in column(b)as the total 01 02 03 04 allowed building watts AREA CATEGORY(From §140.6 Table 140.6-C) WATTS ALLOWED (a) (b) Location in Building Primary Function Area per Table 140.6-C PERftz X AREA(ft') = WATTS 01 Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E(below on this page) 0 Seating Area Dining 1.0 350 350 02 Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E(below on this page) _ 986 r " Juicing/Blending/Back of House Areas Kitchen 1.2 470 564 03 Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E . TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCC-LTI-01,Page 2,Row 1 0 986 Restroom Restroom 0.6 55 33 ❑ Check here if building contains both conditioned and unconditioned areas. Hallway Corridor 0.6 65 39 - 0 B.COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE ® 0 01 02 03 04 0 WATTS X COMPLETE ALLOWED 0 TYPE OF BUILDING(From§140.6 Table 140.6-B) PER ft' BLDG.AREA WATTS 0 0 Total Area: "-- - 77- 0 Total Watts.Enter Total Watts into section A, row 1(Above on this page) 0 0 0 C-1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES Watts 0 Total from section C-2. 986 0 d Total from section C-3. 0 0 co Total Watts.Enter Total Watts into section A,row 2(Above on this page). 986 0 0 For Alterations Only—Reduced lighting power option(Total Allowed Watts x 0.85). Enter this value into section A,row 2 if using this option. TOTALS Sao Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E(this compliance document) 986 H Z Z WATTS 0 r CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 0 0 CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 - U Z z 4 04.26.17 PLANNING CMNTS 4 STATE OF CALIFORNIA 3 04.17.17 CLARIFICATION INDOOR LIGHTING POWER ALLOWANCE e CEC-NRCC-LTI-03-E(Revised 04116) CALIFORNIA ENERGY COMMISSION 2 04.12.17 HEALTH COMMENTS a STATE OF CALIFORNIA 1 04.12.17 PERMIT COMMENTS r CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E INDOOR LIGHTING POWER ALLOWANCE Certificate of Compliance-Indoor Lighting Power Allowance (Page 3 of 4) CEC-NRCC-LTI-03-E(Revised 04116) CALIFORNIA ENERGY COMMISSION 03.07.17 PERMIT SUBMIT pmJect Name: Date Prepared: CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E a Nekter Juice Bar February 14,2017 03.02.17 OWNER REVIEW Certificate of Compliance-Indoor Lighting Power Allowance (Page 4 of 4) NO DATE REMARKS r Project Name:Nekter Juice Bar Date Prepared`February 14,2017 REVISIONS A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED spaces ❑ UNCONDITIONED spaces i DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 3 C-3 AREA CATEGORY METHOD ADDITIONAL LIGHTING WATTAGE ALLOWANCE (from Table 140.6-C Footnotes) 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. o Documentation Author Name: Documentation Author Signature: y Birch 01 02 03 2 04 OS 06 07 Core Company: Signature Date: a ALLOWED Interplan LLC February 14,2017 Additional Wattage WATTS Address: CFA Certification Identification(if applicable): O Primary Sq Ft or Watts Allowance Description(s)and Quantity of Special Total Design Smaller of 604 Courtland Street,Suite 100 N/A t ; City/State/zip: Phone: JQ Function Linear ft Allowed (02 x 03) Luminaire Types in each Primary Function Area Watts 04 or 06 Orlando,FL 32804 407.645.5008 z 0 RESPONSIBLE PERSON'S DECLARATION STATEMENT p 0 1 certify the following under penalty of perjury,under the laws of the State of California: 0 1. The information provided on this Certificate of Compliance is true and correct. o 0 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance z 0 (responsible designer). 3. The energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified on this Certificate of S2 0 Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations. 2S 0 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance i 0 documents,worksheets,calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application. 0 S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permits)issued for the building,and ma a available to the ® Z 0 enforcement agency for all applicable inspections.I understand that a completed signed copy of this Certificate of Compliance is required to be included with he documentationthe builder provides to the building owner at occupancy. nekter JUICE p r 0 Responsible Designer Name: Responsible Designer Signature: JUICE ®PAR s 0 Malcolm G.Russo G 0 Company: Date Signed: c 0 Interplan LLC February 14,2017 _ T T D Address: License: O 604 Courtland Street,suite 100 E014010 HARBOR VIEW HILLS D Ciry/state/zip:Orlando,FL 32804 Phone:407.645.5008 1620 SAN MIGUEL DR 0 NEWPORT BEACH, CA 0 TOTALS—Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES—Section C-1 PROJECT NO: 2016.0455 w c 1.Use linear feet only for additional allowance for white board or chalk board. All other additional Area Category allowances shall use watts per square foot. DATE: 02.7 6.207 7 2.Additional watts are available only when allowed according to the footnotes on bottom of Table 140.6-C,which include: Specialized task work;Ornamental lighting; Precision commercial and industrial work;Per linear foot of white board or chalk board;Accent,display and feature lighting;and Videoconferencing studio lighting.. a 3.Luminaire classification and wattage shall be determined in accordance with§130.0(c)of the Standards. E403 0 N CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 TITLE 24 Q s O CA Building Energy Efficiency Standards-2016 Nonresidential Compliance April 2016 CHECKED: AG DRAWN: CB 0 U Moilk , 'r 0 X. WA .43 +Z re 441 RI a Aid • �) . ' � �`• a AGss e 0 al b �, �� " ar •r Wr • ho p ngrtCenter E Newport Statione•s ' r D aners �• `� F+0 Up� 'txFre, FI< 'ors 1A ,4 \�t• � "¢ I ' f� r� � � �� Irl•