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HomeMy WebLinkAbout04_Gelato Del Mar Minor Use Permit_PA2025-0038CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT June 26, 2025 Agenda Item No. 4 SUBJECT: Gelato Del Mar (PA2025-0038) ▪Minor Use Permit SITE LOCATION: 225 Marine Avenue, Unit A APPLICANT: Peter Klebanoff PLANNER: Kyle Benalcázar, Planning Technician 949-644-3227, kbenalcazar@newportbeachca.gov LAND USE AND ZONING •General Plan Land Use Plan Category: Mixed-Use Water 2 (MU-W2) •Zoning District: Mixed-Use Water (MU-W2) •Coastal Land Use Plan Category: Mixed-Use Water Related (MU-W) •Coastal Zoning District: Mixed-Use Water (MU-W2) PROJECT SUMMARY The applicant is requesting a minor use permit to allow a gelato shop (Take-Out Service –Fast Casual) within an existing 304-square-foot commercial suite. The applicant is proposing minor modifications to the interior of the building. No late hours (after 11:00 p.m.) or alcohol sales are proposed as part of this application. RECOMMENDATION 1)Conduct a public hearing; and 2)Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment; and 3)Adopt Draft Zoning Administrator Resolution No. _ approving a Minor Use Permit filed as PA2025-0038 (Attachment No. ZA 1). 1 DISCUSSION Land Use and Development Standards • The Property is located on the 200 block of Marine Avenue on Balboa Island and is currently developed with a two-story mixed-use building. The Property is adjacent to a variety of commercial uses along Marine Avenue and residences on Grand Canal across the alley (Figure 1, below). Figure 1: Oblique Image of Project Site • The Property is located within the coastal zone within the Mixed-Use Water (MU- W2) Coastal Zoning District and the Mixed-Use Water Related (MU-W) Coastal Land Use category. The Project does not result in an increase in parking intensity of the previous use; therefore, a coastal development permit (CDP) is not required for the project. • The Project is to convert a previous retail suite into a gelato shop. The Project will primarily serve guests on a take-out basis. The Project has been conditioned to limit hours of operation from 10:00 a.m. to 10:00 p.m. Sunday through Thursday, and 10:00 a.m. to 11:00 p.m. on Friday, Saturday, and holidays. No alcohol sales or late hours are requested. • On May 9, 2023, the City Council approved Ordinance No. 2023-6, amending Title 20 (Planning and Zoning) of the Newport Beach Municipal Code (NBMC) related to Subject Property 2 commercial parking. As a part of the ordinance, the land use category formerly known as “Take-Out Service, Limited”, which allowed for establishments that sells food or beverages primarily for off-site consumption and up to a maximum of six seats, was eliminated and replaced with the land use category “Take-Out Service – Fast Casual,” which is similar to “Take-Out Service, Limited,” except that it allows for a maximum of 20 seats instead of six. The City Council also simultaneously approved Resolution No. 2023-27, authorizing the submittal of the same commercial parking amendment of Title 21 (Local Coastal Program Implementation Plan) to the California Coastal Commission. The amendment to Title 21 is currently under review by the Coastal Commission. Since a minor use permit is required by Title 20, the project is categorized as a Take-Out Service – Fast Casual use. However, since it is located in the coastal zone where the parking amendment is not yet effective, the Project is regulated as the former Take-Out Service, Limited use. Therefore, the Project is limited to a maximum of six seats, unless otherwise amended by the Coastal Commission. • The Property has legal, nonconforming residential parking due to having only two available garage parking spaces on site. There is no available parking for commercial use on site. NBMC Section 20.40.040 (Off-Street Parking Spaces Required) requires an off-street parking rate of one space per 250 square feet of gross floor area for a Take-Out Service – Fast Casual use. The Project is proposed in a vacant tenant space that was previously occupied by a retail use which has the same parking requirement. Pursuant to NBMC Section 21.38.060 (Nonconforming Parking), a use with nonconforming parking may be changed to a new use allowed in that coastal zoning district without providing additional parking, provided no intensification or enlargement (e.g., increase in floor area, or lot area), and the new use requires a parking rate of no more than one space per 250 square feet of gross building area. Since the Project has an identical parking rate and does not increase in gross floor area, no additional parking is required. • 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 Property and adjacent properties during business hours, if directly related to the patrons of the establishment. Based on the NBMC requirements and the proposed conditions of approval, staff believes that the project will not result in a detriment to the surrounding community. Environmental Review This Project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3 because it has no potential to have a significant effect on the environment. The Class 1 exemption authorizes minor alterations of existing structures involving negligible or no expansion of use. The Project is a gelato shop that 3 involves alterations to the interior floor plan of an existing commercial space with no expansion in floor area. Therefore, the Class 1 exemption is applicable. Public Notice Notice of this hearing 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 meeting, 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. Prepared by: DL/kb Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Applicant’s Project Description Letter ZA 4 Project Plans 4 Attachment No. ZA 1 Draft Resolution 5 RESOLUTION NO. ZA2025-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH, CALIFORNIA APPROVING A MINOR USE PERMIT FOR A TAKE-OUT SERVICE—FAST CASUAL EATING AND DRINKING ESTABLISHMENT LOCATED AT 226 MARINE AVENUE, UNIT A (PA2025-0038) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Peter Klebanoff (Applicant) concerning property located at 226 Marine Avenue, Unit A, and legally described as Lot 13 of Block 11 of Section 4 of the Balboa Island Tract (Property), requesting approval of a minor use permit. 2. The Applicant proposes a gelato establishment (Take-Out Service—Fast Casual) within an existing 304-square-foot commercial suite. The applicant is proposing minor modifications to the interior of the suite. The sale of alcohol and late-hour operations (after 11:00 p.m.) are not proposed (Project). 3. The Property is located within the Mixed-Use Water (MU-W2) Zoning District and categorized as Mixed-Use Water 2 (MU-W2) by the General Plan Land Use Element. 4. The Property is located within the coastal zone, within the Mixed-Use Water (MU-W2) Coastal Zoning District and the Mixed-Use Water Related (MU-W) Coastal Land Use category. The Project does not result in an increase in parking intensity of the previous use; therefore, a coastal development permit (CDP) is not required for the Project. 5. On May 9, 2023, the City Council approved Ordinance No. 2023-6, amending Title 20 (Planning and Zoning) of the Newport Beach Municipal Code (NBMC) related to commercial parking. As a part of the ordinance, the land use category formerly known as “Take-Out Service, Limited”, which allowed for establishments that sells food or beverages primarily for off-site consumption and up to a maximum of six seats, was eliminated and replaced with the land use category “Take-Out Service – Fast Casual,” which is similar to “Take-Out Service, Limited,” except that it allows for a maximum of 20 seats instead of six. The City Council also simultaneously approved Resolution No. 2023-27, authorizing the submittal of the commercial parking amendment of Title 21 (Local Coastal Program Implementation Plan) to the California Coastal Commission. The amendment to Title 21 is currently under review by the Coastal Commission. Since a minor use permit is required by Title 20, the Project is categorized as a Take-Out Service – Fast Casual use. However, since it is located in the coastal zone where the parking amendment is not yet effective, the Project is regulated as the former Take-Out Service, Limited use. Therefore, the Project is limited to a maximum of six seats, unless otherwise amended by the California Coastal Commission. 6 Zoning Administrator Resolution No. ZA2025-### Page 2 of 10 01-17-23 6. A public hearing was held on June 26, 2025, online via Zoom. A notice of the time, place, and purpose of the hearing was given in accordance with the Newport Beach Municipal Code (NBMC). Evidence, both written and oral, was presented to and considered by the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This Project is exempt from the California Environmental Quality Act (CEQA) under Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3 because it has no potential to have a significant effect on the environment. 2. The Class 1 exemption authorizes minor alterations of existing structures involving negligible or no expansion of use. The Project is a gelato shop that involves alterations to the interior floor plan of an existing commercial space with no expansion in floor area. Therefore, the Class 1 exemption is applicable. SECTION 3. REQUIRED FINDINGS. In accordance with Section 20.52.020 (Conditional Use Permits and Minor Use Permits) of the NBMC, 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 Land Use Element of the General Plan designates this Property as Mixed-Use Water (MU-W2) which is intended to apply to waterfront locations in which marine-related uses may be intermixed with general commercial, visitor-serving commercial, and residential dwelling units on the upper floors. The Project is a take-out gelato shop with limited interior seating, which is a visitor-serving commercial use on Marine Avenue on Balboa Island. The Property is surrounded by similar and complementary uses such as retail sales, eating and drinking establishment, and professional offices. 2. The 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. 7 Zoning Administrator Resolution No. ZA2025-### Page 3 of 10 01-17-23 Facts in Support of Finding: 1. The Property is located within the MU-W2 Zoning District. Table 2-9 of NBMC Section 20.22.020 (Mixed-Use Zoning Districts Land Uses and Permit Requirements) allows a Take-Out Service—Fast Casual use subject to approval of a minor use permit, if within 100 feet of a residential zoning district. A Take-Out Service—Fast Casual use is defined as an establishment that sells food or beverages, with the exception of alcohol, primarily for off-site consumption, where customers order and pay for food at either a counter or service window and up to a maximum of up to 20 seats including seats in interior areas and seats in outdoor dining areas are provided for on-site consumption of food or beverages. As discussed in Statement of Fact No. 5 above, the Project is limited to a maximum of six seats unless otherwise amended by the Coastal Commission. 2. The Property has legal, nonconforming residential parking due to having only two available garage parking spaces on site. There is no available parking for commercial use on site. NBMC Section 20.40.040 (Off-Street Parking Spaces Required) requires an off-street parking rate of one space per 250 square feet of gross floor area for a take- out service – fast casual use. The Project is proposed in a vacant tenant space that was previously occupied by a retail use which has the same parking requirement. Pursuant to NBMC Section 21.38.060 (Nonconforming Parking), a use with nonconforming parking may be changed to a new use allowed in that coastal zoning district without providing additional parking, no intensification or enlargement (e.g., increase in floor area, or lot area), and the new use requires a parking rate of no more than one space per 250 square feet of gross building area. The Project has an identical parking rate and does not increase in gross floor area; therefore, no additional parking is required. 3. As conditioned, the Project will comply with NBMC Section 20.48.090 (Eating and Drinking Establishments) which specifies standards for eating and drinking establishments. Additionally, the Project will be conditioned to provide a maximum of six seats for use by patrons as required for the former Take-Out Service, Limited use unless otherwise amended by the Coastal Commission. 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 Project is compatible with the existing and allowed uses in the area, which consist of residential and commercial uses such as retail sales, eating and drinking establishments, and professional offices. The Property is located among other commercial uses along Marine Avenue with residential uses located directly across the alley behind the Property. 8 Zoning Administrator Resolution No. ZA2025-### Page 4 of 10 01-17-23 2. The Project includes an interior remodel and alteration of a 304-square-foot commercial suite with approximately 150 square feet proposed as a customer serving area. The size of the existing commercial suite will not increase as part of this Project. 3. The Project will be conditioned to provide adequate trash storage facilities in an enclosed area pursuant to NBMC Section 20.30.120 (Solid Waste and Recyclable Materials Storage), thereby preventing any odor or related issues for the adjacent properties. 4. Fact support of Finding B.2 is hereby incorporated as reference. 5. As conditioned, the hours of operation are from 10:00 a.m. to 10:00 p.m. Sunday to Thursday and 10:00 a.m. to 11:00 p.m. on Friday, Saturday, and holidays. These hours of operation will minimize any disturbance to residences near the property. 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 Property is 2,250 square feet in area, rectangular in shape, and located in a commercial area with residential uses to the east across the rear alley. The Property has street access along Marine Avenue and alley access at the rear of the Property. Pedestrian access is available at the front of the Property along Marine Avenue and at the side of the Property along Balboa Avenue. 2. The Fire Department reviewed the Project to ensure adequate public and emergency vehicle access is provided. 3. The Public Works Department, Building Division, and Fire Department have reviewed the application. The Project is required to obtain all applicable permits from the City Building and Fire Departments and must comply with the most recent, City-adopted version of the California Building Code. 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 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. 9 Zoning Administrator Resolution No. ZA2025-### Page 5 of 10 01-17-23 Facts in Support of Finding: 1. The Project will add an additional take-out dessert option to Marine Avenue and occupy a commercial suite that is currently vacant. 2. The Project includes limited hours, no alcohol service, and is limited to a maximum of six indoor seats, unless the previously discussed parking amendment is approved by the Coastal Commission. The Project meets the parking requirement pursuant to NBMC Section 21.38.060 (Nonconforming Parking) and there is not anticipated to be a significant impact or increase in demand for on-street parking in this area as a result of this Project. 3. Fact support of Finding C.3 is hereby incorporated as reference. 4. 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 Property and adjacent properties during business hours, if directly related to the patrons of the establishment. Based on the NBMC requirements and the proposed conditions of approval, the Project will not result in a detriment to the surrounding community. 5. The Applicant is required to obtain Health Department approval prior to opening for business, and to comply with the California Building Code to ensure the safety and welfare of customers and employees within the establishment. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby finds this Project is categorically exempt from the California Environmental Quality Act under Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3 because it has no potential to have a significant effect on the environment. 2. The Zoning Administrator of the City of Newport Beach hereby approves Minor Use Permit PA2025-0038, subject to the conditions outlined in Exhibit A, which is attached hereto and incorporated by reference. 3. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or a 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 (NBMC). 10 Zoning Administrator Resolution No. ZA2025-### Page 6 of 10 01-17-23 PASSED, APPROVED, AND ADOPTED THIS 26TH DAY OF JUNE 2025. _______________________________________ Benjamin M. Zdeba, AICP, Zoning Administrator 11 Zoning Administrator Resolution No. ZA2025-### Page 7 of 10 01-17-23 EXHIBIT “A” CONDITIONS OF APPROVAL (Project-specific conditions are in italics) Planning Division 1. The Project shall be in substantial conformance with the approved site plan, floor plans, and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. The Project is subject to all applicable City ordinances, policies, and standards unless specifically waived or modified by the conditions of approval. 3. The Applicant shall comply with all federal, state, and local laws. A material violation of any of those laws in connection with the use may cause the revocation of this Minor Use Permit. 4. All proposed signs shall be in conformance with provisions of Chapter 20.42 (Sign Standards) of the Newport Beach Municipal Code and any future approved Comprehensive Sign Program. 5. This Use Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained are detrimental to the public health, welfare, or materially injurious to property or improvements in the vicinity or if the Property is operated or maintained to constitute a public nuisance. 6. Any change in operational characteristics, expansion in the area, or other modification to the approved plans, shall require review by the Planning Division. An amendment to this Use Permit or the processing of a new Minor Use Permit may be required. 7. A copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans before issuance of the building permits. 8. The screening of roof-mounted and ground-mounted mechanical equipment shall be required in all zoning districts at the time of new installation or replacement in conformance with Newport Beach Municipal Code Section 20.30.020 (Buffering and Screening). 9. The Property shall not be excessively illuminated based on the luminance recommendations of the Illuminating Engineering Society of North America, or, in the opinion of the Director of Community Development, the illumination creates an unacceptable negative impact on surrounding land uses or environmental resources. 12 Zoning Administrator Resolution No. ZA2025-### Page 8 of 10 01-17-23 The Director of Community Development may order the dimming of light sources or other remediation upon finding that the Property is excessively illuminated. 10. Before the issuance of a building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 11. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 (Community Noise Control), under Sections 10.26.025 (Exterior Noise Standards) and 10.26.030 (Interior Noise Standards), and other applicable noise control requirements of the Newport Beach Municipal Code (NBMC). 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 leasing agent. 13. Construction activities shall comply with Section 10.28.040 (Construction Activity – Noise Regulations) of the Newport Beach Municipal Code, which restricts hours of noise-generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday. Noise-generating construction activities are not allowed on Saturdays, Sundays, or Federal Holidays. 14. No outside paging system shall be utilized in conjunction with this establishment. 15. 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 the 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. 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. The Property shall be always maintained free of litter and graffiti. 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. 18. Storage outside of the building in the front or at the rear of the Property shall be prohibited, except for the required trash container enclosure. 19. 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. 13 Zoning Administrator Resolution No. ZA2025-### Page 9 of 10 01-17-23 20. 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. 21. A Special Events Permit is required for any event or promotional activity outside the normal operating characteristics of the approved use, as conditioned, or that would attract large crowds, include any form of on-site media broadcast, or any other activities as specified in the Newport Beach Municipal Code to require such permits. 22. 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 Newport Beach Municipal Code Section 20.54.060 (Time Limits and Extensions). 23. The allowed hours of operation for this establishment shall be limited to the hours of 10:00 a.m. to 10:00 p.m. Sunday to Thursday and 10:00 a.m. to 11:00 p.m. on Friday, Saturday, and Federal Holidays. 24. The sale, service, or consumption of alcohol shall not be permitted. 25. A maximum of six interior seats shall be allowed for the Project, unless the City’s Local Coastal Program Implementation Plan amendment is approved by the California Coastal Commission to allow a different number of interior seats for Take-Out Service– Fast Casual uses. 26. Employees of the restaurant shall not use the alley as a break or smoking area. 27. Drop-off and pick-up of employes shall be prohibited in the alley. 28. To the fullest extent permitted by law, the applicant shall indemnify, defend and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any 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 Gelato Del Mar including, but not limited to, Minor Use Permit (PA2025-0038). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorney’s fees, and other expenses incurred in connection with such claim, action, causes of action, suit, or proceeding whether incurred by the applicant, City, and/or the parties initiating or bringing the such proceeding. The applicant shall indemnify the City for all the City's costs, attorneys' fees, and damages that which City incurs in enforcing the indemnification provisions outlined in this condition. The applicant shall pay to the City upon demand any amount owed to the City under the indemnification requirements prescribed in this condition. 14 Zoning Administrator Resolution No. ZA2025-### Page 10 of 10 01-17-23 Building Division 29. A building permit shall be required for change of use and/or occupancy. 30. A turning space at the entrance of the employee side of the counter shall be required. 15 Attachment No. ZA 2 Vicinity Map 16 VICINITY MAP Minor Use Permit (PA2025-0038) 226 Marine Avenue, Unit A Subject Property 17 Attachment No. ZA 3 Applicant’s Project Description Letter 18 PROJECT DESCRIPTION Date: 04/04/2025 Project Name: Gelato Del Mar To: Jerry Arregui Project No. 24-094 100 Civic Center Drive Newport Beach, CA 92660 From: Supachai Kiatkwankul Subject: Project Description PA # PA2025-0038 Project Description FRESHNESS, AUTHENTICITY, AND PURITY OF TASTE -EVOKING A SENSE OF LUXURY THAT EMBODIES THE VALUES OF OUR COASTAL COMMUNITY. GELATO DEL MAR IS A LOCALLY OWNED DESTINATION OFFERING HAND-CRAFTED AND FLAVORFULLY EXQUISITE, ARTISANAL GELATO –FROM WELL-KNOWN AND LOVED CLASSIC FLAVORS TO UNIQUE, SEASONALLY DRIVEN FLAVORS FOR ALL TO ENJOY. WE ARE PROUD TO OFFER THE MOST DECADENT FLAVOR AND TEXTURE EXPERIENCE WITH LOCALLY, HAND- CRAFTED GELATO AND SORBETTO. FRESH INGREDIENTS, RESPONSIBLY SOURCED – WITHOUT PRESERVATIVES, ADDED COLORINGS OR ARTIFICIAL FLAVORINGS. WE ARE GRATEFUL TO CALL THE SPECIAL BEACH COMMUNITY OF CDM-NEWPORT BEACH OUR HOME. GELATO DEL MAR IS AN EXTENSION OF OURSELVES -A PLACEFRIENDS, COMMUNITY MEMBERS AND VISITORS FEEL WELCOMED AND APPRECIATED. WE INVITE YOU TO EXPLORE ALL OF OUR FLAVORS. GELATO IS FUN, ANDSO SHOULD BE YOUR EXPERIENCE. ANTICIPATION CONSTRUCTION DATE IS APRIL 02, 2025 WITH APPROXIMATED COMPLETION OF 6 WEEKS. · The development shall be in substantial conformance with the approved floor plan. · The maximum seating and/or stand-up counter space for no more than 10 customers shall be maintained inside the subject specialty food use. · No seating located outside of the subject facility shall be used exclusively by customers of the specialty food use but shall remain available for use by the general public at all times. 19 · The trash receptacles for patrons shall be conveniently located inside of the proposed facility. · See the hours of operation below. · No outside paging system shall be utilized in conjunction with this specialty food establishment. · That should this business 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 owner of the leasing company. · No no-sale alcoholic beverages shall be permitted on the premises. · No live entertainment or dancing shall be permitted in conjunction with the permitted use. · No temporary "sandwich" signs or similar temporary signs shall be permitted, either on site or off-site, to advertise the specialty food establishment. HOURS OF OPERATION: MONDAY CLOSED TUESDAY, WEDNESDAY 12-9 THURSDAY, FRIDAY 12-9:30 SATURDAY, SUNDAY 12-9:30 -END- 20 Attachment No. ZA 4 Project Plans 21 A.B. ANCHOR BOLTABV. ABOVEA/C CONDENSING UNITACOUST. ACOUSTICALA.D. AREA DRAINADJ. ADJUSTABLEA.F.F. ABOVE FINISH FLOORALT. ALTERNATEALUM. ALUMINUMAPPROX. APPROXIMATEARCH. ARCHITECTASPH. ASPHALTBA. BATHROMBD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMBR. BEDROOMB.U.R. BUILT-UP-ROOFINGCAB. CABINETC.B. CATCH BASINCEM. CEMENTCER. CERAMICC.I. CAST IRONC.G. CORNER GUARDCJ CEILING JOISTCLG. CEILING JOISTCLKG. CAULKINGCLO. CLOSETCLR. CLEAR / CLEARANCECMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONSTR. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCPT CARPETCSMT CASEMENTCNTR. COUNTERCTR. CENTERDBL. DOUBLEDEPT. DEPARTMENTD.F. DRINKING FOUNTAINDET. DETAILDH DOUBLE HUNGDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWNDR. DOOR OPENINGDS DOWNSPOUTDW DISHWASHERDWG'S DRAWINGSDWR. DRAWERE.J. EXPANSION JOINTEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATOREMER. EMERGANCYENCL. ENCLOSEDE.P. ELECTRICAL PANELEQMT. EQUIPMENTEXH. EXHAUSTEXT. EXTERIOREXT'G EXISTING PLYWD. PLYWOODPLUMB. PLUMBINGP.O.C. POINT OF CONNECTIONPR. PAIRPREFAB. PREFABRICATEDR.A.G. RETURN AIR GRILLER.C. RESILIENT CHANNELR.D. ROOF DRAINREF. REFERENCEREFR. REFRIGERATORREINF REINFORCEDRGTR. REGISTERREQ. REQUIREDRESIL. RESILIENTRJ RAFTER JOISTSRM. ROOMR.O. ROUGH OPENINGSC SOLID CORESCHED. SCHEDULESERV. SERVICESS.F SQUARE FEETSGD SLIDING GLASS DOORSH SINGLE HUNGSHT. SHEETSHT'G SHEATHINGSIM. SIMILARSL SLIDINGSPEC. SPECIFICATIONSSQ. SQUARESSSP SINGLE SHELF SINGLE POLESSDP SINGLE SHELF DOUBLE POLESTD. STANDARDSTL. STEELSTOR. STORAGESTRUCT. STRUCTURALSYM. SYMMETRICALT.B. TOWEL BARTEL. TELEPHONETEMP. TEMPEREDTER. TERRAZZOT&G TONGUE AND GROOVETRSM. TRANSOMT.V. TELEVISIONTYP. TYPICALT.O.SHTG. TOP OF SHEATHINGT.O.C. TOP OF CONCRETE OR CURBT.O.P. TOP OF PARAPETT.O.W. TOP OF WALLU.N.O. UNLESS NOTED OTHERWISEVCT. VINYL COMPOSITE TILEVEST. VESTIBULEW.C. WATER CLOSETWD. WOODWDW. WINDOWW.H. WATER HEATERW.I. WROUGHT IRONW.I.C. WALK-IN CLOSETWSCT. WAINSCOT F.A. FIRE ALARMF.A.U. FORCED AIT UNITF.D. FLOOR DRAINFDN. FOUNDATIONF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F. FINISH FLOORF.G. FINISH GRADEFGL. FIBERGLASSFIN. FINISHF.J. FLOOR JOISTFLR. FLOORF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.S. FACE OF STUD/SHEATHINGFR FRENCHFRM'G FRAMINGFURR. FURRINGGA. GUAGEGALV. GALVANIZEDGAR. GARAGEG.B. GRAB BARGFCI GROUND FAULT CIRCUIT INTERUPTERG.I. GALVANIZED IRONGL GLASS / GLAZINGGLB GLUE LAMINATED BEAMGSM GALVANIZED SHEET METALGYP. GYPSUMGYP.BD. GYPSUM BOARDH.B. HOSE BIBBHC HOLLOW COREHDR. HEADERHDWD. HARDWOODHM HOLLOW METALHORIZ. HORIZONTALHREHAND RAIL EXTENSIONHVAC HEATING VENTILATING AIR CONDITIONINGINSUL. INSULATIONINT. INTERIORLAM. LAMINATELAV. LAVATORYLT.LIGHTMBR MASTER BEDROOMMC MEDICINE CABINETMECH. MECHANICALMEMB. MEMBRANEMET. METALMFG MANUFATURINGMFR. MANUFACTURERMIR. MIRRORMISC. MISCELLANEOUSMLD'G MOULDINGMTD. MOUNTEDMUL. MULLIONNG. NATURAL GRADEN.I.C. NOT IN CONTRACTNO. NUMBERNOM. NOMINALN.T.S. NOT TO SCALEOBS. OBSCUREO.C. ON CENTEROPNG. OPENINGOPP. OPPOSITEOSA. OUTSIDE AIRPB PUSH BUTTONPDR. POWDER ROOMPL. PLATE XX XX  A1011 0 2 +0'-0" 1 ( 6 : SLOPE ARROWS SLOPE ARROWS ELEVATION CALLOUTS GRID BUBBLE BUILDING ELEVATIONSSHEET NUMBER INTERIOR ELEVATIONSSHEET NUMBER BUILDING SECTIONSHEET NUMBER WALL SECTIONSHEET NUMBER DETAIL NUMBERSHEET NUMBER DETAIL TICK MATCH LINE BREAK LINE KEYNOTES 6:12 1DPH(OHYDWLRQ 1A101 A101 1 XX STEP IN SLAB WALL TYPE REVISION CALLOUT DOOR CALLOUT WINDOW CALLOUT ROOM NUMBER CEILING HEIGHT NORTH ARROW 3  .SLOPE XXXARCH_TAG_ROOM_SHEET_REF - + 00.00' ADDITIONAL APPLICABLE CODESTHIS PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 2022 NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS2021 NFPA 17 - STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS2019 NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ &29(56+((7 352-(&7,1)2 6+((7,1'(;  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 3+21( &217$&7 PETER KLEBANOFF226 1/2 MARINE AVE. 949-400-4711peter@gelatocdm.com OWNER NEWPORT BEACH, CA 92662 PROJECT DIRECTORY PROJECT SYMBOLS VICINITY MAP 1 ( 6 : 3+21( &217$&7 VARISCO DESIGNS30 CORPORATE PARK, SUITE 300 (949) 679-6300SUPACHAI KIATKWANKUL ARCHITECT IRVINE, CA 92606 ABBREVIATIONS 1. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID AND START OF CONSTRUCTION. THE CONTRACTOR SHALL CONFIRM THAT WORK INDICATED IN THE CONSTRUCTION DOCUMENTS IS BUILDABLE AS SHOWN. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. 2. THE CONTRACTOR SHALL COMPARE ALL CONSTRUCTION DOCUMENTS WITH THE EXISTING SITE CONDITIONS PRIOR TO BID AND START OF CONSTRUCTION. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY.3. DO NOT SCALE DRAWINGS. REVIEW ALL DIMENSIONS SHOWN ON CONSTRUCTION DOCUMENTS PRIOR TO BID AND START OF CONSTRUCTION. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. 4. FIRE RESISTANCE RATINGS, ASSEMBLIES, CLASSIFICATIONS, STANDARDS AND LISTINGS INDICATED ARE TAKEN FROM VARIOUS REFERENCE STANDARDS. MAINTAIN, AT THE PROJECT SITE, A COPY OF AN APPLICABLE EDITION OF EACH REFERENCE STANDARD.5. REVIEW PLAN LAYOUT, VERIFY AND COORDINATE INTERFACES OF ALL PORTIONS OF THE WORK PRIOR TO ACTUAL EXECUTION.6. PROVIDE ALL WORK NECESSARY FOR A COMPLETE PROJECT, INCLUDING ANYTHING OUTSIDE LIMIT OF WORK, OUTSIDE PROPERTY LINE, ON ADJACENT PROPERTIES AND IN PUBLIC WAY.7. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND AMENDMENTS.8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION OF THE WORK AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMMING IN CONNECTION WITH THE WORK. CONTRACTOR SHALL HIRE SUB-CONTRACTORS AND SUPPLIERS WITH PROVEN ABILITY TO PROVIDE AND PERFORM QUALITY WORKMANSHIP ON THIS TYPE OF PROJECT. APPLICANT:PETER KLEBANOFF226 MARINE AVE. ANEWPORT BEACH, CA 92662peter@gelatocdm.com PROJECT ADDRESS: 226 MARINE AVE. ANEWPORT BEACH, CA 92662 ASSESSOR PARCEL NO: 050-163-01 PARCEL MAP:189B125 LOT NO. :14 BLOCK:11 OCCUPANCY AREA: 304 SF. OCCUPANCY LOAD: 3 OCCUPANTS OCCUPANCY TYPE: B NUMBER OF STORY: SINGLE STORY CONSTRUCTION TYPE: V-B PROJECT DATA SCOPE OF WORK PROJECT INCLUDES TENANT IMPROVEMENT SPACE; NEW ACCESSIBLE RESTROOM AND FOOD PREP. AREA CODE COMPLIANCE CITY RESUBMITTAL SET 3+21(&217$&7 S3DA DESIGN, INC. 8880 RIO SAN DIEGO DRIVE 8TH FLOOR 619-736-3422NICK PATEL M/E/P nick@s3da-design.com SAN DIEGO CA 92841 City of Newport Beach Municipal Code 2022 California Referenced Standards Code (CRSC) 2022 California Green Building Standards Code (CALGreen) 2022 California Existing Building Code (CEBC) 2022 California Fire Code (CFC) 2022 California Energy Code (CEC) 2022 California Plumbing Code (CPC) 2022 California Mechanical Code... 2022 California Electrical Code (CEC) 2022 California Building Code (CBC) 2022 California Administrative Code (CAC) Governing Codes Per Code Application Notice (CAN) 1-0 Enforcable Codes, Revised 02/18/2022 b. Except in Group F-1, H, M and S-1 occupancies, fire protection of structural members shall not be required, including protection of roof framing and decking where everypart of the roof construction is 20 feet or more above any floor immediately below. Fire-retardant-treated wood members shall be allowed to be used for such unprotectedmembers. Roof construction and associated secondary members 0 Hour Floor construction and associated secondary members 0 Hour : Nonbearing walls and partitions: Interior 0 Hours Nonbearing walls and partitions: Exterior Varies by distance from property line. See CBC table 602. Bearing walls: Interior 0 Hour Bearing walls: Exterior 0 Hour Primary Structural Frame 0 Hour Building ElementTYPE V-B CONSTRUCTION Fire Resistance Rating Requirements for Building Elements Emergency LightingNO Fire AlarmsNO Fire SprinklersNO Exits Required & Provided1 Exit Occupancy Separation RequirementsPartial Non-Separated & Separated Occupancies; See Means of Egress Plans OCCUPANT LOAD / LOAD FACTOR / FUNCTIONSSee Means of Egress TABULAR ALLOWABLE BUILDING HEIGHT (CBC 504.3)2 Story, 40 ft TABULAR ALLOWABLE AREA PER STORY (CBC 506.2)9,000 sf CONSTRUCTION TYPEV-B Total 0 AREA... Building Projections 0 AREA... Front Porch N/A Canopy & Building Projection Areas Total Mezzanine (Non-Separated Occupancy) Total Level 1 (Non-Separated Occupancies) Total +/- 304 sf B +/- 304 SF gross Max. 9,000 SF Per Table 506.2 BUILDING OCCUPANCY AREAS BY LEVELLevel 1 BUILDING OCCUPANCIES & TOTAL AREASB +/- 304 sf.gross Business OVERALL BUILDING AREA - (GROSS)+/- 304 SF OVERALL BUILDING HEIGHT 2 STORY (above grade)+/- 25'-0" FEET (top of ridge or... BRIEF PROJECT DESCRIPTION PROJECT INCLUDES TENANT IMPROVEMENT SPACE; NEW ACCESSIBLE RESTROOM ANDFOOD PREP. AREA ADDRESS226 MARINE AVE. A, NEWPORT BEACH, CALIFORNIA 92662 PROJECT NAMEGELATO DEL MAR 352-(&7'$7$ TITLE 24 PROJECT SHALL COMPLY WITH THE LATEST TITLE 24 ACCESSIBILITY REQUIREMENTS WITH REGARD TO THE FOLLOWINGS: • PRIMARY ENTRANCE TO THE BUILIDNG OR FACILITY• TOILET AND BATHING FACILITIES SERVING THE AREA• DRINKING FOUNTAINS SERVING THE AREA• PUBLIC TELEPHONES SERVING THE AREA, AND • SIGN A0-01 COVER SHEET (PROJECT INFO, SHEET INDEX)A0-03 GENERAL NOTES, SYMBOLS AND GRN FORMS A0-05 2022 CAL-GREEN BUILDING CODEA0-06 2022 CAL-GREEN BUILDING CODEA0-07 2022 CAL-GREEN BUILDING CODEA0-08 2022 CAL-GREEN BUILDING CODEA0-32 ACCESSIBILITY DETAILS FOR DOORS, MANEUVERINGA0-33 ACCESSIBILITY DETAILS FOR REST ROOMSA1-00 OVERALL SITE PLAN A1-D1 DEMOLITION FLOOR PLANA2-00 REMODEL FLOOR PLAN & RCPA2-03 EQUIPMENT SPECIFICATIONSA7-10 DOOR & WINDOW SCHEDULESAD-01 SITE ACCESSIBILITY DETAILSAD-02 ACCESSIBILITY DETAILSAD-03 ACCESSIBILITY DETAILSAD-51 INTERIOR METAL STUD FRAMING DETAILS " I AM THE ARCHITECT IN RESPONSIBLE CHARGE, I HAVE VISITED & INSPECTED THE PREMISES AND DETERMINED THAT ALL EXISTING SITE ACCESSIBILITY FEATURES ARE CURRENT AND COMPLIANCE WITH THE 2022 CBC, CHAPTER 11B AND SUBJECT TO FIELD INSPECTION AND APPROVAL" ACCESSIBILITY COMPLIANCE GENERAL NOTES 226 MARINE AVE. A NEWPORT BEACH, CA 92662 GELATO DEL MAR TENANT IMPROVEMENTS DEFERRED SUBMITTALS THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE FOLLOWING DEFERRED SUBMITTALS TO THE CITY OFFICIALS FOR REVIEW AND APPROVAL: 1. SIGNAGE SHEET INDEX LIFE SAFETY SYSTEM EMERGENCY LIGHTING :NO EXIT SIGNS :YES PANIC HARDWARE :YES FIRE ALARM AND SMOKE DETECTION SYSTEM: NO FIRE SPRINKLERS:NO ARCHITECTURAL PLUMBING             V W  3 O D Q  & K H F N  5 H V X E P L W W D O PROJECT SITE MECHANICAL ELECTRICAL P0.0 GENERAL NOTES, LEGENDS AND ABBREVIATIONSP0.1 SPECIFICATIONS - PLUMBING P1.0 FLOOR PLAN - PLUMBINGP5.0 DETAILS - PLUMBINGP6.0 SCHEDULES - PLUMBINGP7.1 ISOMETRIC - PLUMBINGP9.0 TITLE 24 - PLUMBING M0.0 GENERAL NOTES, LEGENDS AND ABBREVIATIONSM0.1 SPECIFCIATIONS - MECHANICAL M1.0 FLOOR PLAN - MECHANICAL E0.0 GENERAL INFORMATION - ELECTRICALE0.1 SPECIFICATIONS - ELECTRICALE1.0 FLOOR PLAN - ELECTRICAL SHOP DESCRIPTION & HOURS SHOP DESCRIPTION:GELATO SHOP (ITALIAN ICE CREAM)FRESHNESS, AUTHENTICITY, AND PURITY OF TASTE - EVOKING A SENSE OF LUXURY THAT EMBODIES THE VALUES OF OUR COASTAL COMMUNITY. GELATO DEL MAR IS A LOCALLY-OWNED DESTINATION OFFERING HAND-CRAFTED AND FLAVORFULLY EXQUISITE, ARTISANAL GELATO – FROM WELL-KNOWN AND LOVED CLASSIC FLAVORS TO UNIQUE, SEASONALLY DRIVEN FLAVORS FOR ALL TO ENJOY. WE ARE PROUD TO OFFER THE MOST DECADENT FLAVOR AND TEXTURE EXPERIENCE WITH LOCALLY, HAND-CRAFTED GELATO AND SORBETTO. FRESH INGREDIENTS, RESPONSIBLY SOURCED –WITHOUT PRESERVATIVES, ADDED COLORINGS OR ARTIFICIAL FLAVORINGS. WE ARE GRATEFUL TO CALL THE SPECIAL BEACH COMMUNITY OF CDM-NEWPORT BEACH OUR HOME. GELATO DEL MAR IS AN EXTENSION OF OURSELVES - A PLACE FRIENDS, COMMUNITY MEMBERS AND VISITORS FEEL WELCOMED AND APPRECIATED. WE INVITE YOU TO EXPLORE ALL OF OUR FLAVORS. GELATO IS FUN, AND SO SHOULD BE YOUR EXPERIENCE. PROJECT DESCRIPTION: • THE DEVELOPMENT SHALL BE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED FLOOR PLAN.• THE MAXIMUM SEATING AND/OR STAND-UP COUNTER SPACE FOR NO MORE THAN 10 CUSTOMERS SHALL BE MAINTAINED INSIDE THE SUBJECT SPECIALTY FOOD USE.• NO SEATING LOCATED OUTSIDE OF THE SUBJECT FACILITY SHALL BE USEDEXCLUSIVELY BY CUSTOMERS OF THE SPECIALTY FOOD USE BUT SHALL REMAIN AVAILABLE FOR USE BY THE GENERAL PUBLIC AT ALL TIMES.• THE TRASH RECEPTACLES FOR PATRONS SHALL BE CONVENIENTLY LOCATED INSIDE OF THE PROPOSED FACILITY.• SEE THE HOURS OF OPERATION BELOW.• NO OUTSIDE PAGING SYSTEM SHALL BE UTILIZED IN CONJUNCTION WITH THIS SPECIALTY FOOD ESTABLISHMENT.• THAT SHOULD THIS BUSINESS 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 OWNER OF THE LEASING COMPANY.• NO NO-SALE ALCOHOLIC BEVERAGES SHALL BE PERMITTED ON THE PREMISES.• NO LIVE ENTERTAINMENT OR DANCING SHALL BE PERMITTED IN CONJUNCTION WITH THE PERMITTED USE.• NO TEMPORARY "SANDWICH" SIGNS OR SIMILAR TEMPORARY SIGNS SHALL BE PERMITTED, EITHER ON-SITE OR OFF-SITE, TO ADVERTISE THE SPECIALTY FOOD ESTABLISHMENT. HOURS OF OPERATION: MONDAY CLOSEDTUESDAY, WEDNESDAY 12-9THURSDAY, FRIDAY 12-9:30SATURDAY, SUNDAY 12-9:30 1 1 22 A. THESE GENERAL NOTES APPLY TO THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN UNLESS NOTED OTHERWISE BY GENERAL NOTES OR KEYNOTES ON SPECIFIC SHEETS. B. COORDINATE ALL PROJECT PHASING WITH OWNER OR AS SPECIFIED AND/OR SHOWN ON THE DRAWINGS. C. PROVIDE A SAFE MEANS OF EGRESS THROUGH AND/OR AROUND THE BUILDING AND SITE PER APPLICABLE CODES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. MINIMIZE DISRUPTION TO ADJACENT AREAS/FLOORS AS MUCH AS POSSIBLE. D. MINIMIZE NOISE TO LEVEL ACCEPTABLE WITH THE OWNER. SCHEDULE TASKS CREATING EXCESSIVE NOISE OR NEAR SENSITIVE AREAS WITH THE OWNER. E. PROVIDE DUST CONTROL BETWEEN CONSTRUCTION AREAS AND OCCUPIED AREAS AT ALL TIMES AS SPECIFIED. F. NOTIFY ARCHITECT PROMPTLY IF INFORMATION SHOWN IN ONE CONSTRUCTION DOCUMENT CONFLICTS WITH INFORMATION SHOWN ON ANOTHER. G. NOTIFY ARCHITECT PROMPTLY IF CONSTRUCTION DOCUMENTS ARE INCONSISTENT WITH THE CURRENT APPLICABLE CODES AND REGULATIONS. H. NOTIFY ARCHITECT PROMPTLY IF ANY EXISTING CONDITIONS CONFLICT WITH THE CONSTRUCTION DOCUMENTS. J. STRUCTURAL STEEL MEMBER PROFILES AS INDICATED ON ARCHITECTURAL DRAWINGS MAY VARY FROM ACTUAL PROFILES AND SIZES INDICATED ON THE STRUCTURAL DRAWINGS WHICH SHALL GOVERN. K. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES, SPEAKERS, SMOKE DETECTORS, EXIT LIGHTS, ACCESS PANELS, SPRINKLER HEADS, HVAC DUCTS, DIFFUSERS, REGISTERS, AND OTHER CEILING ITEMS WITH MECHANICAL, ELECTRICAL AND OTHER TRADES. NOTIFY ARCHITECT PROMPTLY IF ANY LOCATIONS CONFLICT WITH ARCHITECTURAL REFLECTED CEILING PLANS. L. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR FLOOR, WALL AND CEILING OPENINGS. ALL OPENINGS SHALL BE CUT AND PATCHED AS REQUIRED BY EACH DISCIPLINE OR TRADE REQUIRING THE OPENING UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. PATCHING IS TO BE IN CONFORMANCE WITH APPLICABLE CODES. M. WOOD BLOCKING WITHIN THE WALL SYSTEM SHALL BE FIRE RETARDANT TREATED. ALL EXTERIOR WOOD BLOCKING SHALL BE MOISTURE TREATED. WOOD MAY NOT BE USED IN AN EXPOSED LOCATION UNLESS IT IS A FINISH MATERIAL IN A NON-COMBUSTIBLE ASSEMBLY OR AS SPECIFIED. GENERAL NOTES $  % AXXXXAXXXXX XAXXX XAXXX XAXXX AXXXX INTERIOR PARTITION TYPE DOOR NUMBER INTERIOR ELEVATION ROOM NAME AND NUMBER WITH AREA EQUIPMENT TAG KEYNOTE INTERIOR ELEVATION UPPER CASEWORK BUILDING SECTION WALL SECTION EXTERIOR ELEVATION GRID BUBBLE LOWER CASEWORK OBJECT ABOVE, REFER TO CEILING PLAN A3a DWREF42" 120 SF ROOMNAME A1234 123456 654321 A12 3 4 X EXISTING DOOR TO REMAIN EXISTING WALL TO REMAIN CONCRETE FLOOR TRENCHING (DEMO) OTHER FLOOR PLAN SYMBOL DESIGNATIONS MATERIAL ID TAGTACTILE EXIT SIGNAGE NEW WALL MAT ID 3AXXXDETAIL SECTION RETURN AIR GRILL ACCESS PANEL SUPPLY AIR DIFFUSER LIGHT FIXTURE CEILING TYPE AND HEIGHT LIGHT FIXTURE EXIT SIGN LINEAR AIR DIFFUSER SOFFIT OR BULKHEAD ACOUSTICAL CEILING TILE ROOMNAMEA1234 $  % OTHER CEILING PLAN SYMBOL DESIGNATIONS RECESSED CAN DOWNLIGHT PENDANT MOUNTED LIGHT FIXTURE RECESSED CAN WALL WASHER CEILING-MOUNTED EXIT LIGHT (SEE ELECTRICAL DRAWINGS) SPEAKER(SEE ELECTRICAL DRAWINGS)SMOKE DETECTOR (SEE ELECTRICAL DRAWINGS) WALL-MOUNTED EXIT LIGHT(SEE ELECTRICAL DRAWINGS)SPRINKLER HEAD EQUIPMENT MOUNTING TRACKS TRACK LIGHT FIXTURE(SEE ELECTRICAL DRAWINGS) HORN (SEE ELECTRICAL DRAWINGS) TV CONNECTION(SEE ELECTRICAL DRAWINGS) s s H TV ACT-1 9' -0" A.F.F OBJECT BELOW, REFER TO FLOOR PLAN ACOUSTIC TILE ASPHALT CONCRETE BLANKET INSULATION CERAMIC TILE CONCRETE CONCRETE MASONRY UNIT CARPET (LARGE SCALE) EARTH EXISTING CONSTRUCTION FACEBRICK GRANULAR MATERIAL GASKET (LARGE SCALE) MARBLE METAL PLASTER OR GYPSUM BOARD RIGID INSULATION QUARRY TILE STONE - EXTERIOR TERRAZZO SOLID WOOD FINISHED WOOD BLOCKING -CONTINUOUS WOOD BLOCKING -INTERRUPTED WOOD SHEATHING A. THESE GENERAL NOTES APPLY TO THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN UNLESS NOTED OTHERWISE BY GENERAL NOTES OR KEYNOTES ON SPECIFIC SHEETS. B. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO ADD TO AND REMODEL PORTIONS OF THE BUILDING IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH DAID TITLE 24. CALIFORNIA CODE OF REGULATIONS, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY OSHPD BEFORE PROCEEDING WITH THE WORK. C. ATTACHMENTS OF EQUIPMENT WEIGHING LESS THAN 400# AND SUPPORTED DIRECTLY ON THE FLOOR OR ROOF STRUCTURE, FURNITURE OR TEMPORARY OR MOVEABLE EQUIPMENT AND EQUIPMENT WEIGHING LESS THAN 20# THAT IS SUPPORTED BY VIBRATION ISOLATION DEVICES SUPPORTED FROM THE ROOF, WALL OR FLOOR NEED NOT BE DETAILED ON THE PLANS. (CBC TITLE 24 PART 2 SECTION 1630A.1). HOWEVER, SUCH EQUIPMENT MUST BE SUPPORTED AND ANCHORED TO RESIST THE FORCES PRESCRIBED BY SECTION 163A.2 AND ANCHORAGE SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND OSHPD AS PART OF FIELD REVIEWS/INSPECTIONS. THE INSPECTOR OF THE RECORD SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED. D. ALL PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER OSHPD ANCHORAGE PRE-APPROVAL NO. OPA-0114, "B-LIN SEISMIC RESTRAINTS", OPA-0120, "UNISTRUT SEISMIC BRACING SYSTEM, OR OPA-0485, "TOMARCO ISAT, SEISMIC RESTRAINT SYSTEM. E. ALL KITCHEN EQUIPMENT SHALL BE SUPPORTED AND ANCHORED PER SMACNA "GUIDELINES FOR SEISMIC RESTRAINT OF KITCHEN EQUIPMENT". F. SPACING AND DETAILS OF THE SUPPORT AND BRACING OF FIRE SPRINKLER PIPING SHALL COMPLY WITH THE 2019 EDITION OF NFPA 13, "INSTALLATION OF SPRINKLER SYSTEMS" WHERE APPLICABLE, DETAILS FOR SUPPORT AND BRACING OF SPRINKLER SYSTEMS MAY COMPLY WITH OSHPD PRE-APPROVED ANCHORAGE SYSTEMS. GENERAL NOTES 1.B. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) (SEPARATE PLUMBING PERMIT IS REQUIRED). ORDINANCE 170,158 C. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.D. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 17. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRESTOP WITH AN APPROVED MATERIAL IN ACCORDANCE WITH SECTION 714.4. SPACE BETWEEN PENETRATING MATERIALS(DESCRIBED BELOW) MUST BE DESIGNED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES: A.STEEL, COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE CONCRETE OR MASONRY WALLS WHERE THE PENETRATING ITEM IS A MAXIMUM 6- INCH DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES. 714.4.1B. MEMBRANE PENETRATIONS OF MAXIMUM 2- HR FIRE-RESISTANCE RATED WALL AND PARTITIONS BY STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE INCHES ARE PERMITTED PROVIDED OPENINGS DO NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL AREA OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. 714.4.1C. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR WHERE LARGER OPENINGS ARE REQUIRED THAN PERMITTED IN (B) ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION. 714.4.1.2 18. SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS PER SECTIONS. 717.5 A. DUCT PENETRATIONS OF FIRE WALLS. 717.5.1B. DUCT PENETRATIONS OF FIRE BARRIERS, EXCEPT EXIT ENCLOSURES AND EXIT PASSAGEWAYS WHERE THEY ARE NOT ALLOWED TO PENETRATE. 717.5.2C. DUCTS PENETRATING SHAFTS. 717.5.3D. DUCTS PENETRATING FIRE PARTITIONS AND FIRE-RATED CORRIDOR WALLS. SEE EXCEPTION FOR STEEL DUCTS WITH NO OPENINGS INTO CORRIDOR. 717.5.4E. DUCTS PENETRATING SMOKE BARRIERS. 717.5.5F. DUCTS PENETRATING EXTERIOR WALLS. 717.5.6G. DUCTS PENETRATING SMOKE PARTITIONS. 717.5.7H. DUCTS PENETRATING HORIZONTAL ASSEMBLIES. 717.6 19.SHOW DRAFT STOP LOCATION ON PLANS. ALSO, PROVIDE THESE NOTESON THE PLANS: A. IN BUILDINGS USED FOR OTHER THAN RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOOD FRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. SUCH DRAFT STOPS MUST BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED (1,000) SQUARE FEET.718.3.3 B. IN BUILDINGS USED FOR OTHER THAN RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THE ATTIC (MANSARDS) (OVERHANGS) (FALSE FRONTS SET OUT FROM WALLS) (SIMILAR CONCEALED SPACES) FORMED BY COMBUSTIBLE CONSTRUCTION. SUCH DRAFT STOPS MUST BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED (3000) SQUARE FEET. 718.4 C. DRAFT-STOPPING MATERIALS MUST NOT BE LESS THAN 1/2- INCH GYPSUM BOARD, 3/8-INCH PLYWOOD, 3/8-INCH PARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED. 718.3.1 20. DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS, OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION, UNLESS THE BUILDING IS SPRINKLEREDWITH NFPA13 SPRINKLER SYSTEM (3,000 SF BETWEEN DRAFT STOPS) 718.4 21. DRAFT STOP SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION, UNLESS THE BUILDING IS SPRINKLERED WITH NFPA 13 SPRINKLER SYSTEM (1,000 SF BETWEEN DRAFT STOPS)718.3 23. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718.2 AT THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. E.IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. 56. A. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. B. EXIT SIGNS ILLUMINATED BY EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX.) C. INTERNALLY ILLUMINATED SIGNS SHALL BE LSITED AND LABELED ANF SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER INSTRUCTIONS AND SECTION 2702. 1013.5 D. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 1013.5 GENERAL REQUIREMENTS A. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER’S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. B. ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: I. CARPET AND RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM II. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH’S SPECIFICATION 01350 III. NSF/ANSI 140 AT THE GOLD LEVEL OR HIGHER IV. SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE V. COMPLIANT WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS CALIFORNIA (CA-CHPS) CRITERIA INTERPRETATION FOR EQ 7.0 AND 7.1 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE. C. ALL NEW CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. D. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS LISTED IN TABLE 5.504.4.5. E. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER’S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENT FOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION.” F. 80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: I. CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE PRODUCTS DATABASE II. CERTIFIED UNDER UL GREENGUARD GOLD III. CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM IV. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH’S SPECIFICATION 01350 GREEN BUILDING - GENERAL NOTES                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ *(1(5$/127(6 6<0%2/6$1'*51 )2506  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1/4" = 1'-0"6 SYMBOL DESIGNATIONS - FLOOR PLAN (REFERENCE) 1/4" = 1'-0"5 SYMBOL DESIGNATIONS - CEILING PLAN (REFERENCE) 8 ARCHITECTURAL MATERIAL DESIGNATIONS GENERAL NOTES: FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718.2 AT THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. G. ENERGY COMPLIANCE: THE FOLLOWING SECTIONS OF THE CALIFORNIA ENERGY CODE CCR TITLE 24, PART 6 SHALL BE FOLLOWED FOR THIS CONSTRUCTION. 1. DEVICES (SECTION 100(G)): THE USE OF MANUFACTURED DEVICES IS LIMITED TO DEVICES CERTIFIED BY THE MANUFACTURER TO MEET OR EXCEED THE MINIMUM SPECIFICATIONS OR EFFICIENCIES ADOPTED BY THE CALIFORNIA ENERGY COMMISSION.2. CONSTRUCTION (SECTION 101): COMPLY WITH THE DEFINITIONS AND RULES OF CONSTRUCTION. 3. INSULATION (SECTION 118): THE USE OF INSULATING MATERIALS IS LIMITED TO ONLY THOSE THAT HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS OF INSULATING MATERIAL, TITLE 20, CHAPTER 4, ARTICLE 3. ALL INSULATING MATERIALS SHALL COMPLY WITH THE FLAME SPREAD RATING AND SMOKE DENSITY LIMITATIONS OF THE CBC. INSTALLATION AND R-VALUES FOR INSULATING MATERIALS SHALL BE IN COMPLIANCE WITH SECTION 118. H. THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE 2019 EDITION OF NFPA STANDARD #13. INSTALLATION OF THE FIRE SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND SPECIFICATIONS (INCLUDING WATER SUPPLY INFORMATION) HAVE BEEN APPROVED BY OSHPD. AT VARIOUS STAGES AND UPON COMPLETION THE SYSTEM SHALL BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. I. ALL EQUIPMENT SHALL BE LISTED, labeled OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY, INCLUDING X-RAY AND DIAGNOSTIC EQUIPMENT. J. OUTLET BOXES IN FIRE RATED WALLS AND PARTITIONS SHALL BE SEPARATED HORIZONTALLY A MINIMUM OF 24 INCHES PER CBC 709.7. K. COMMUNICATIONS SYSTEMS EMERGENCY POWER SUPPLY SYSTEMS, BULK MEDICAL GAS SYSTEMS, FIRE ALARM SYSTEMS EMERGENCY LIGHTING EQUIPMENT AND SIGNS IN THE MEANS OF EGRESS SHALL BE ANCHORED TO NONSTRUCTURAL PERFORMANCE CATEGORY (NPC) 2 STANDARDS AS DEFINED BY THE CBC. L. THE FIRE ALARM SYSTEM SHALL CONFORM TO ARTICLE 760 OF THE CALIFORNIA ELECTRIC CODE. M. UPON COMPLETION OF THE INSTALLATION OF THE FIRE ALARM SYSTEM A SATISFACTORY TEST OF THE ENTIRE SYSTEM SHALL BE MADE IN THE PRESENCE OF THE ENFORCING AGENCY. N. PENETRATIONS OF PIPES, CONDUITS, ETC. IN RATED ASSEMBLIES SHALL BE FIRE-STOPPED. FIRE-STOPPING SHALL BE AN APPROVED MATERIAL AS PRESCRIBED BY THE STATE FIRE MARSHALL STANDARDS PROTECTION DETAILS OF THRU-PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE UL/WH LISTED AND COMPLY WITH CBC, SECTION 709B. PROTECTION DETAILS OF MEMBRANE PENETRATIONS THROUGH FIRE PARTITIONS SHALL COMPLY WITH CBC SECTION 709.7. O. COORDINATE ALL PROJECT PHASING WITH OWNER OR AS SPECIFIED AND/OR SHOWN ON THE DRAWINGS. P. PROVIDE A SAFE MEANS OF EGRESS THROUGH AND/OR AROUND THE BUILDING AND SITE PER APPLICABLE CODES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. MINIMIZE DISRUPTION TO ADJACENT AREAS/FLOORS AS MUCH AS POSSIBLE. Q. MINIMIZE NOISE TO A LEVEL ACCEPTABLE TO THE OWNER. SCHEDULE TASKS CREATING EXCESSIVE NOISE OR NEAR SENSITIVE AREAS WITH THE OWNER. R. PROVIDE DUST CONTROL BETWEEN CONSTRUCTION AREAS AND OCCUPIED AREAS AT ALL TIMES AS SPECIFIED. S. NOTIFY ARCHITECT PROMPTLY IF INFORMATION SHOWN IN ONE CONSTRUCTION DOCUMENT CONFLICTS WITH INFORMATION SHOWN ON ANOTHER. T. NOTIFY ARCHITECT PROMPTLY IF CONSTRUCTION DOCUMENTS ARE INCONSISTENT WITH THE CURRENT APPLICABLE CODES AND REGULATIONS. U. NOTIFY ARCHITECT PROMPTLY IF ANY EXISTING CONDITIONS CONFLICT WITH THE CONSTRUCTION DOCUMENTS. V. STRUCTURAL STEEL MEMBER PROFILES AS INDICATED ON ARCHITECTURAL DRAWINGS MAY VARY FROM ACTUAL PROFILES AND SIZES INDICATED ON THE STRUCTURAL DRAWINGS WHICH SHALL GOVERN. W. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES SPEAKERS, SMOKE DETECTORS, EXIT LIGHTS, ACCESS PANELS, SPRINKLER HEADS, HVAC DUCTS, DIFFUSERS, REGISTERS, AND OTHER SUCH CEILING ITEMS WITH MECHANICAL, ELECTRICAL AND OTHER TRADES. NOTIFY ARCHITECT PROMPTLY IF ANY LOCATIONS CONFLICT WITH ARCHITECTURAL REFLECTED CEILING PLANS. X. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR FLOOR, WALL, AND CEILING OPENINGS. ALL OPENINGS SHALL BE CUT AND PATCHED AS REQUIRED BY EACH DISCIPLINE OR TRADE REQUIRING THE OPENING UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. PATCHING IS TO BE IN CONFORMANCE WITH APPLICABLE CODES. E. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS. 1013.6 F. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1010.1.9.3 FOR EXCEPTIONS. G.DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34” AND A MAX. 48” ABOVE THE FINISHED FLOOR H.THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. I. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.1.9 & 1010.1.9.12 J.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. K.THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BELESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. L. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: 1. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS 2. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 3.EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 4. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 5. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS 57. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. 58. EMERGENCY FIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) MEASURED ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. 11.A. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1204.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1204.1 AND 1204.3) 23                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ &$/*5((1 %8,/',1*&2'(  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 CON T R A C T O R 24                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ &$/*5((1 %8,/',1*&2'(  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 25                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ &$/*5((1 %8,/',1*&2'(  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 26                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ &$/*5((1 %8,/',1*&2'(  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 27                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ $&&(66,%,/,7< '(7$,/6)25'2256 0$1(89(5,1*  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 28 EXIT EXIT ROUTE CLASSROOM INT'L SYMBOL OF ACCESSIBILITY ONLY REQ'D AT ACCESSIBLE ENTRANCES AND RESTROOMSCOLOR: TBD CENTER BRAILLE LETTERS CENTER ROOM NAMETEXT 1" HIGH LETTERS. COLOR: TBD WHITE IS A SYMBOL FLUSH WITH CONTRASTING BLUE BACKGROUND (NOT REQ'D) MOUNT SIGN AT CENTERWIDTH OF ALL RESTROOM DOORS CENTER BRAILLE LETTERS CENTER 1" HIGHLETTERS.COLOR: TBD 12" ø 1/4" THICK PLEXIGLASS CIRCLE AT WOMEN'S RESTROOM NOTE:1. PROVIDE 1/4" THICK AND 12 INCHES IN DIAMETER WITH A 1/4" THICK CONTRASTING TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER FOR UNISEX AND ALL-GENDER RESTROOMS2. PROVIDE 1/4" THICK TRIANGLE ONLY FOR MEN'S RESTROOM3. PROVIDE 1/4" THICK CIRCLE ONLY FOR WOMEN'S RESTROOM4. SIGN SHALL CONTRAST WITH DOOR ON WHICH IT RESIDES CENTER 1" HIGH LETTERS.COLOR: TBD CENTER BRAILLE LETTERS 12" ON A SIDE x 1/4" THICK PLEXIGLASS TRIANGLE AT MEN'S RESTROOM MIN6" (3/8 " M I N . ) 12 5 / 2 5 6 " M A X . 1/2"MIN 1/2"MIN 6"3/8" 1'-0" 1'-0" 1/2"MIN 1/2"MIN 3/8" 5"M I N 10" 10" 6"MIN. 10"MIN. 1/2"MIN.1/2"MIN. NOTE: PROVIDE AT EXIT DOORS THAT LEAD DIRECTLYOUT OF BUILDING. PLAN SYMBOL (W ISA GRAPHIC)A EXIT ROUTE SIGNK HORIZONTAL EXIT SIGNJI.S.A. RESTROOM DOOR SIGNF 5'-0" MAX.B.O. LETTERS  WALL MOUNTED 8" x 6" TABLET DEVICE w/ LOCKABLE CASING CENTERED w/ ROOM ID (PROVIDED & INSTALLED BY TLC) SEE ELEC. FOR ETHERNET CABLE CONNECTION, TYP.  3'-6" MIN. B.O. TABLET 5'-0" MAX.B.O. LETTERS 5'-0" MAX. B.O. LETTERS                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ $&&(66,%,/,7< '(7$,/6)255(67 52206  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1 1/2" = 1'-0"1 TYPICAL SIGNAGE CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS SERIF UPPER CASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH CBC 11B-703.3. B. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MIN AFF, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAX AFF, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. C. FINISH AND CONTRAST: CHARACTERS, SYMBOLS, AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH, CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. D. PROPORTIONS: VISUAL AND RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MIN AND 110% MAX OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10% MIN AND 20% MAX OF THE HEIGHT OF THE CHARACTER. E. BRAILLE: BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTIONS 11B-703.3 AND 11B-703.4 OF CBC. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 11B-703.3.1 OF CBC. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS AND ACRONYMS. F. LOCATION: LOCATE SIGN A MINIMUM OF 4" AND A MAXIMUM OF 12" AWAY FROM DOOR STRIKE SIDE, UNLESS OTHERWISE NOTED. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18"X18" MIN, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARCH OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. FOR ADDITIONAL INFORMATION, SEE DETAILS & G. MATERIAL: SIGN MATERIAL TO BE 1/8" THICK ES PLASTIC WITH 1/32" RAISED BORDER AND LETTERS. MATCH EXISTING SIGNS. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH H. MOUNTING: PROVIDE MECHANICAL MOUNTING TO MATCH EXISTING FOR EACH SIGN. J. COMPLIANCE: ALL SIGNAGE MUST COMPLY WITH ARTICLE 11B-703 OF CBC AS WELL AS CURRENT ADA STANDARDS. K. WHERE SIGNAGE MUST BE INSTALLED DIRECTLY TO GLAZING, PROVIDE BLANK SIGN ON OPPOSITE SIDE OF GLAZING WHERE NONE PRESENT. GENERAL NOTES - SIGNAGE 29 PROPERTY LINE SETBACK LINE BUILDING ENTRANCE ACCESSIBLE ROUTE PER CBC 1110A.1- AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTION OF THE BUILDING REQUIRED TO BE ACCESSIBLE, ACCESSIBLE BUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY.THE ACCESSIBLE ROUTE SHALL BE THE MOST DIRECT ROUTE AND TO MAXIMUM EXTEND FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND BUILDING RESIDENTS. VEHICULAR ENTRY / EXIT ACCESSIBLE PATH OF TRAVEL SHALL BE MIN. OF 48" WIDE WITH MAX. 5% RUNNING SLOPE AND MAX. 2% CROSS SLOPE EXISTING BACKFLOW PREVENTER%3 EXISTING FIRE DEPARTMENT CONNECTION)'& EXISTING FIRE HYDRANT)+ EXISTING GAS METER* EXISTING KNOX BOX.% EXISTING WATER METER: M A R I N E A V E . PROJECT SITE                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ 29(5$//6,7(3/$1  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1 ( 6 : LEGEND NOTE: " I AM THE ARCHITECT IN RESPONSIBLE CHARGE, I HAVE VISITED & INSPECTED THE PREMISES AND DETERMINED THAT ALL EXISTING SITE ACCESSIBILITY FEATURES ARE CURRENT AND IN COMPLIANCE WITH THE 2019 CBC, CHAPTER 11B." 1/8" = 1'-0"1OVERALL SITE PLAN A. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE- FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. B. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) (SEPARATE PLUMBING PERMIT IS REQUIRED). LAMC 94.1217.0 C. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATERCONSUMPTION. D. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE 1             V W  3 O D Q  & K H F N  5 H V X E P L W W D O GENERAL REQUIREMENTS 30 3 5 AD J A C E N T T E N A N T 1 3 2 6 1 EXISTING WALL TO REMOVED 2 EXISTING DOOR TO BE REMOVED BUILDING DEMOLITION PLAN KEYNOTES LEGEND GENERAL NOTES - DEMOLITION PLAN EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED A. COORDINATE EXTENT OF DEMOLITION WITH REQUIREMENTS FOR NEW WORK.B. REMOVE EXISTING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, FLOOR FINISHES, WALLS, CEILINGS, WALL BASE, AND OTHER EXISTING CONSTRUCTION AS INDICATED OR REQUIRED FOR NEW WORK, UNLESS NOTED OTHERWISE.C. REMOVE WALLS INCLUDING WALL MATERIALS INCLUDING INTEGRAL BASES, DOORS, DOOR FRAMES AND ASSOCIATED HARDWARE AND THRESHOLDS, UNLESS OTHERWISE INDICATED.D. REMOVE PARTITIONS COMPLETELY TO UNDERSIDE OF STRUCTURAL COMPONENTS ABOVE AND TO TOP OF FLOOR STRUCTURAL COMPONENTS AT BASE. DO NOT LEAVE SECTIONS OR MATERIALS OF WALL ASSEMBLIES IN PLACE.E. AT SIDES OF WALLS, THAT ABUT WALLS TO REMAIN, CUT BACK AT LEAST 1 INCH (25 MM) BEYOND FACE OF FINISH OF WALL TO REMAIN TO FACILITATE SUBSEQUENT PATCHING AND NEW CONSTRUCTION.F. COMPLETELY REMOVE FINISHES, SUBBASE MATERIALS AND STRUCTURAL FRAMING MATERIALS TO LINES INDICATED OR REQUIRED FOR NEW WORK.G. EXISTING ITEMS TO BE SALVAGED FOR REUSE IN NEW WORK:A. N/AB. N/AH. EXISTING ITEMS TO BE SALVAGED FOR DELIVERY TO OWNER:A. N/AB. N/AI. EXISTING UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS ARE TO REMAIN, UNLESS INDICATED OTHERWISE.J. RELOCATE EXISTING WORK SERVING OCCUPIED PORTIONS OF THE BUILDING AS REQUIRED TO MAINTAIN SERVICE TO OCCUPIED AREAS AND TO ACCOMMODATE NEW WORK. K. REMOVE AND CAP PORTIONS OF EXISTING UTILITIES INDICATED TO BE DEMOLISHED AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING SURFACE-MOUNTED ELECTRICAL CONDUIT, DEVICES AND LIGHT FIXTURES; RADIATORS, RADIATOR COVERS; PLUMBING FIXTURES AND ASSOCIATED PIPING.L. REMOVE CEILINGS INDICATED TO BE DEMOLISHED INCLUDING INTEGRAL HANGERS, SUPPORTS, ANCHORS AND MATERIALS OR ASSEMBLIES ATTACHED TO CEILING CONSTRUCTION.M. REMOVE SUSPENDED CEILINGS TO UNDERSIDE OF STRUCTURE OR ORIGINAL PLASTER OR GYPSUM BOARD CEILING SURFACES.N. MAINTAIN EGRESS FROM EXISTING OCCUPIED SPACES AND SURROUNDING BUILDING AREAS AS INDICATED AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.O. PROVIDE AND MAINTAIN FIRE EXTINGUISHERS IN AREA OF WORK, IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.P. COORDINATE UTILITY INTERRUPTIONS WITH OWNER. PROVIDE AT LEAST 48 HOURS WRITTEN NOTICE TO OWNER BEFORE UTILITY INTERRUPTIONS OBTAIN OWNER'S WRITTEN APPROVAL OF INTERRUPTIONS BEFORE PROCEEDING.Q. COORDINATE OPERATIONS THAT MAY RESULT IN HIGH LEVELS OF NOISE AND VIBRATION, ODORS, OR OTHER DISRUPTIONS TO OCCUPANCY WITH OWNER. OBTAIN OWNER'S WRITTEN PERMISSION BEFORE PROCEEDING.R. PROVIDE TEMPORARY BARRIERS AND ENCLOSURES AS REQUIRED TO PROTECT MATERIALS AND PEOPLE. PREVENT DUST, FUMES, AND ODORS FROM ENTERING OCCUPIED AREAS. MAINTAIN AND RELOCATE TEMPORARY BARRIERS AND ENLOSURES AS REQUIRED BY THE PROGRESS OF THE WORK. REMOVE TEMPORARY BARRIERS AND ENCLOSURES AT COMPLETION OF WORK. S. PRIOR TO STARTING DEMOLITION, VERIFY EXISTING CONDITIONS AND DIMENSIONS. COORDINATE EXTENT OF DEMOLITION WORK AND EXISTING CONSTRUCTION TO REMAIN WITH NEW WORK. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES.T. REFER TO DISCPLINE-SPECIFIC DRAWINGS FOR RELATED FIRE SUPPRESSION, PLUMBING, HEATING VENTILATION AND AIR CONDITIONING, ELECTRICAL, COMMUNICATIONS, AND ELECTRONIC SAFETY AND SECURITY SYSTEM DEMOLITION WORK.U. MAINTAIN (E) FIRE AND SMOKE RATED ASSEMBLIESV. TEMPORARY BARRIERS TO MAINTAIN EXISTING EGRESS DURING WORK 3 EXISTING TOILET TO BE REMOVED 4 EXISTING WOOD FRAMED COLUMN TO BE REMOVED 5 EXISTING BASE CABINET AND LAVATORY SINK TO BE REMOVED 6 EXISTING BASE CABINETS, COUNTER TOP WITH UTILIY SINK TO BE REMOVED                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $' '(02/,7,21)/225 3/$1  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1/4" = 1'-0"1DEMOLITION FLOOR PLAN 1 ( 6 : 31  1 EXISTING DEMISSING WALL TO REMAIN 2 EXISTING CONCRETE FRONT PORCH TO REMAIN 3 EXISTING TRACK LIGHT TO REMAIN 4 EXISTING GYP, BD. CEILING TO REMAIN PATCH AND REPAIR AS REQUIRED 5 EXISTING EXIT SIGN TO REMAIN 6 NEW +/- 1'-5" HTS. SNEEZE GUARDS 7 NEW +/- 24" WIDE SOLID SURFACE COUNTERTOP 8 WATER HEATER PER PLUMBING DWG W/ PRE-FABRICATED PLATFORM AT 7'-0" BUILDING FLOOR PLAN KEYNOTES LEGEND A. REFER TO SHEET AD-51 FOR INTERIOR PARTITIONS FRAMING DETAILS B. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR "CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH. C. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT. D. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'0" (3 M) WHEN TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY DIRECTION. E. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR REVIEW BY ARCHITECT. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR REVIEW BY ARCHITECT. F. COORDINATE FURNITURE-RELATED ELECTRICAL LAYOUT WITH FURNITURE VENDOR. G. WHERE HANDRAILS, GRAB BARS, CABINETS, WALL-MOUNTED DOOR STOPS, OR OTHER WALL-HUNG ITEMS ARE ATTACHED TO PARTITIONS, INSTALL BACKER PLATES [OR WOOD BLOCKING ] ACCURATELY POSITIONED AND FIRMLY SECURED TO METAL STUDS, WHETHER OR NOT SUCH BACKER PLATES OR BLOCKING ARE INDICATED ON DRAWINGS. H. WHERE NEW WORK ABUTS, ALIGNS OR ADJOINS EXISITING MATERIALS, MAKE SMOOTH AND EVEN TRANSITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. FINISH NEW WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED OTHERWISE. I. CLOSE AND PATCH HOLES AND OPENINGS IN EXISTING FLOOR, WALL AND CEILING WHICH EXIST OR RESULT FROM DEMOLITION OR ALTERATION WORK TO MATCH ADJACENT UNDISTURBED SURFACES. J. PRIOR TO CONCEALMENT OF FIRE RESISTIVE MATERIALS BY OTHER WORK, PATCH AND REPAIR AREAS OF REMOVED OR DAMAGED APPLIED FIREPROOFING. COMPLETE PATCHING AND REPAIR TO MAINTAIN EXISTING FIRE-RESISTANCE DESIGN IN ACCORDANCE WITH FIREPROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CONDITIONS OF EXPOSURE AND INTENDED USE. COORDINATE TESTING AND INSPECTION OF ASSEMBLIES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. K. PROVIDE FIRESTOPPING OF PENETRATIONS AND VOIDS THROUGH FIRE-RATED WALL, FLOOR AND PARTITION ASSEMBLIES [AND ROOF] INCLUDING EMPTY OPENINGS AND OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUIT AND OTHER ELEMENTS. L. AT SOUND-RATED PARTITION WALLS, PROVIDE CONTINUOUS BEAD OF ACOUSTICAL SEALANT AT AT JUNCTURE OF BOTH FACES OF RUNNERS OR PLATES WITH FLOOR AND CEILING CONSTRUCTION, AND WHEREVER GYPSUM BOARD ABUTS DISSIMILAR MATERIALS.a. AT OPENINGS AND CUTOUTS, FILL OPEN SPACES BETWEEN GYPSUM BOARD AND FIXTURES, CABINETS, DUCTS AND OTHER FLUSH OR PENETRATING ITEMS, WITH CONTINUOUS BEAD OF SEALANT.b. SEAL SIDES AND BACKS OF ELECTRICAL BOXES TO COMPLETELY CLOSE OFF OPENINGS AND JOINTS. BUILDING PLAN NOTES EXISTING WALL TO REMAIN NEW 3 5/8" METAL STUD @ 16" O.C.- SEE AD-51 FOR DETAILS  1i 1 DOOR TAG WINDOW TAG WALL TAG, SEE SHEET AD-50, TYP. ELECTRICAL OUTLET,SEE ELEC. DWGS. ELECTRICAL SWITCH,SEE ELEC. DWGS. 2A10BC FIRE EXTINGUISHER L EQUIPMENT TAG REFER TO SHEET A2-00 9 MARS, LPN2 UNHEATED SERIES 2 AIR CURTAIN 1-HOUR RATED WALL EXIT SIGN,SEE ELEC. DWGS.   GE L A T O D I S P L A Y C A S E 6'-1 0 1 / 2 " 7'-1 1 " 17'- 2 " 81" 3'-6"2'-6" 5'-0 " 2'-1 " DINING ROOM FOOD PREP. '   A2-01 6 A2-017 TV TV POS 1'-9 1/2" A2-011 '  3'-6" 11' - 3 " 6'-1 0 1 / 2 " TOILET  3'-0" 1 1 A2-01 6 8 9 ¡  16"     ¡  2 2 11' - 6" 10' - 4" 10' - 4" 13'- 0 " 1'-6" 4'-4 1 / 2 " 4'-4 1 / 2 " 1 ' - 1 0 " 3'-3 " 2 ' - 1 1 / 2 " 2'-5 " 5'-2 1 / 2 " 1'-9" EQ EQ EQ E Q EQ EQ EQ EQ 4 4 4 5 8 9 (4 (4 (4 (4 (4(4 (4                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ 5(02'(/)/225 3/$1 5&3  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1 ( 6 : 1/4" = 1'-0"1REMODEL FLOOR PLAN ROOMNUMBER ROOM NAME 101 DINING ROOM 102 FOOD PREP. 103 TOILET INTERIOR FINISH SCHEDULE FLOOR WALLS CEILING REMARKSMATERIAL BASE WAINSCOT NORTH WEST SOUTH EAST MATERIAL. FINISH HEIGHTEPCT NONE PT PT FULL HT.CT./ PT PT GB PT 11'-6" / 10'-4" PROVIDE 3/8" RADIUS COVED BASE TILE. PAINT DRYWALL CEILING GLOSSY FINISH EP CT NONE CT PT FULL HT.CT./ PT FULL HT CT. / PT GB PT 10'-4" PROVIDE 3/8" RADIUS COVED BASE TILE. PAINT DRYWALL CEILING GLOSSY FINISH EP CT NONE CT /PT CT / PT CT / PT CT / PT GB PT 10'-4" PROVIDE 3/8" RADIUS COVED BASE TILE. PAINT DRYWALL CEILING GLOSSY FINISH 1/4" = 1'-0"2REFLECTED CEILING PLAN 1 ( 6 :             Q G  3 O D Q  & K H F N  5 H V X E P L W W D O 1/4" = 1'-0"3ENLARGED EQUIPMENT PLAN 1 ( 6 : FLOORING: LVT LUXURY VINYL TILECT CERAMIC TILEEP EPOXY BASE: TB TOPSET RUBBER BASE FCB FIBER CEMENT BASEBOARDCT 6" HTS. CERAMIC TILE COE BASE NOTE: ALL DRYWALL FINISH MATERIALS APPLIED TO WALLS AND CEILING SHALL BE MINIMUM CLASS B, PER TABLE 803.13 WALLS: PT PAINTCT CERAMIC TILESS STAINLESS STEEL WAINSCOT: CT CERAMIC TILEFCP FIBER CEMENT ACR ACROVYN WALL PROTECTOR CEILING: TBAR SUSPENDED 2'X4' T-BAR CEILING w/ AC TILETBAR/W SUSPENDED 2'X4' T-BAR CEILING w/ WASHABLE TILEGB GYP. BD., PAINTEDGB/AP GYP. BD. w/ ACOUSTICAL PANELS EQUIPMENT SCHEDULE EQUIPMENT NO. QTY DESCRIPTION MANUFACTURER MODEL NUMBER WATTS VOLTS PHASE HP CYCLE INDIRECTWASTE SIZE DiIRECTWASTE SIZE COMMENT EQ1 HAND SINK Advance Tabco 7-PS-87 2" EQ2 MOP SINK Advance Tabco 9-OP-40 2"EQ3 REACH-IN SOLID SWING DOOR FREEZER WITH HYDROCARBON REFRIGERANT TRUE FOOD SERVICEEQUIPMENT, INC.T-23F-HC 426 W 115 V 1/2 60 Hz EQ4 SWING DOOR FREEZER WITH HYDROCARBON REFRIGERANT-TRUE STANDARD LOOK VERSION 01 TRUE GDM-12F-HC~TSL01 518 W 115 V 1/2 60 HzEQ5SWING DOOR COUNTER-TOP REGFRIGERATOR WITH HYDROCARBON REFRIGERANT-TRUE-STANDARD LOOK VERSION 01 TRUE GDM-07-HC-TSL01 219 W 115 V 1/6 60 HzEQ6SWING DOOR COUNTER-TOP REGFRIGERATOR WITH HYDROCARBON REFRIGERANT-TRUE-STANDARD LOOK VERSION 01 TRUE GDM-06-34-HC~TSL01 184 W 115 V 1/10 60 Hz EQ7 ELKAY® DEPENDABILT™ STAINLESS STEEL 57" x 25 13/16" x 43 3/4" 18GAUGE THREE COMPARTMENT SINK WITH STAINLESS STEEL LEGS.ELKAY E3C16X20-0X EQ8 GELATO REFRIGERTION UNIT WITH 6" LEGS ifi S.p.A L 2000 UC EQUIPMENT SCHEDULE INTERIOR FINISH SCHEDULEMENU & OPERATIONAL STATEMENT 32  1 WATER CLOSET - FLOOR MOUNTED WITH FLUSH VALVE. FLUSH HANDLE ONOPEN SIDE OF WATER CLOSET RESTROOM PLAN KEYNOTES LEGEND A. REFER TO SHEET AD-50 FOR INTERIOR PARTITIONS. B. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR "CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH. C. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT. D. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'0" (3 M) WHEN TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY DIRECTION. E. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR REVIEW BY ARCHITECT. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR REVIEW BY ARCHITECT. F. COORDINATE FURNITURE-RELATED ELECTRICAL LAYOUT WITH FURNITURE VENDOR. G. WHERE HANDRAILS, GRAB BARS, CABINETS, WALL-MOUNTED DOOR STOPS, OR OTHER WALL-HUNG ITEMS ARE ATTACHED TO PARTITIONS, INSTALL BACKER PLATES [OR WOOD BLOCKING ] ACCURATELY POSITIONED AND FIRMLY SECURED TO METAL STUDS, WHETHER OR NOT SUCH BACKER PLATES OR BLOCKING ARE INDICATED ON DRAWINGS. H. WHERE NEW WORK ABUTS, ALIGNS OR ADJOINS EXISTING MATERIALS, MAKE SMOOTH AND EVEN TRANSITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. FINISH NEW WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED OTHERWISE. I. CLOSE AND PATCH HOLES AND OPENINGS IN EXISTING FLOOR, WALL AND CEILING WHICH EXIST OR RESULT FROM DEMOLITION OR ALTERATION WORK TO MATCH ADJACENT UNDISTURBED SURFACES. J. PRIOR TO CONCEALMENT OF FIRE RESISTIVE MATERIALS BY OTHER WORK, PATCH AND REPAIR AREAS OF REMOVED OR DAMAGED APPLIED FIREPROOFING. COMPLETE PATCHING AND REPAIR TO MAINTAIN EXISTING FIRE-RESISTANCE DESIGN IN ACCORDANCE WITH FIREPROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CONDITIONS OF EXPOSURE AND INTENDED USE. COORDINATE TESTING AND INSPECTION OF ASSEMBLIES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. K. PROVIDE FIRESTOPPING OF PENETRATIONS AND VOIDS THROUGH FIRE-RATED WALL, FLOOR AND PARTITION ASSEMBLIES [AND ROOF] INCLUDING EMPTY OPENINGS AND OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUIT AND OTHER ELEMENTS. L. AT SOUND-RATED PARTITION WALLS, PROVIDE CONTINUOUS BEAD OF ACOUSTICAL SEALANT AT AT JUNCTURE OF BOTH FACES OF RUNNERS OR PLATES WITH FLOOR AND CEILING CONSTRUCTION, AND WHEREVER GYPSUM BOARD ABUTS DISSIMILAR MATERIALS.a. AT OPENINGS AND CUTOUTS, FILL OPEN SPACES BETWEEN GYPSUM BOARD AND FIXTURES, CABINETS, DUCTS AND OTHER FLUSH OR PENETRATING ITEMS, WITH CONTINUOUS BEAD OF SEALANT.b. SEAL SIDES AND BACKS OF ELECTRICAL BOXES TO COMPLETELY CLOSE OFF OPENINGS AND JOINTS. M. REFER TO SHEET A0-32 FOR ACCESSIBILITY DETAILS FOR DOORS, MANEUVERING N. REFER TO SHEET A0-33 FOR ACCESSIBILITY DETAILS FOR RESTROOMS O. REFER TO SHEET AD-02, AD-03 FOR TYPICAL ACCESSIBILITY MOUNTING HEIGHTS & CLEARANCE BUILDING PLAN NOTES EXISTING WALL TO REMAIN EXISTING CONCRETE WALL TO REMAIN NEW 3 5/8" METAL STUD @ 16" O.C.- SEE AD-51 FOR DETAILS  1i 1 DOOR TAG WINDOW TAG WALL TAG ELECTRICAL OUTLET ELECTRICAL SWITCH 2A10BC FIRE EXTINGUISHER EXISTING WALL TO BE REMOVED L EQUIPMENT TAG REFER TO SHEET A-2.5 2 WALL MOUNTED LAVATORY w/ WRIST BLADE FAUCET CONTROLS AND TRAPINSULATION AND WATER SUPPLY INSULATION 3 42 INCH GRAB BAR 4 36 INCH GRAB BAR 5 SOAP DISPENSER 6 STORAGE CABINETS BY OWNER 7 TOILET SEAT COVER AND TISSUE DISPENSER (BOBRICK B3574) 8 MIRROR, BOTTOM OF REFLECTIVE SURFACE AT 40" MAX. 9 (N) ADA SIGNAGE FOR WALLS AND DOORS, SEE DETAIL 3 & 21 SHEET AD-02 a. WALL-MOUNTED SIGNb. DOOR-MOUNTED SIGN 10 4" HIGH TILE COVE BASE 11 SOLID CORE WOOD DOOR 12 10"H x 3'-0" STAINLESS STEEL KICKPLATE 13 PAINT DRYWALL SEMI-GLOSS 14 CERAMIC TILE o/ MORTAR BED SETTING o/ CEMENTITIOUS BD. 15 FLOORING PER FINISH SCHEDULE 16 MOP SINK, SEE PLUMBING DWGS. 17 BOBRICK RECESSED MOUNTED COMBO PAPER TOWEL WASTE (BOBRICKB-3944)18 SOLID SURFACE COUNTERTOP 19 6" HTS. CERAMIC TILE COVE BASE , 3/8" RADIUS 20 4' LINEAR FEET DRY STORAGE SHELVE BY OWNER 21 PLASTIC LAMINATE PANEL 22 4" HTS TOPSET RUBBER BASE 23 UNDER COUTERTOP REFRIGERATOR, MODEL NO. GDM-07-HC-TSL01 BYOWNER 24 UNDER COUTERTOP REFRIGERATOR, MODEL NO. GDM-06-34-HC-TSL01 BYOWNER 25 GELATO DISPLAY BY OWNER 26 "ADVANCE TABCO" HAND SINK, MODEL NO. 7-PS-87 27 FREEZER, MODEL NO. GDM-12F-HC-TSL01 BY OWNER 28 3 COMPARTMENT SINK, STAINLESS STEEL 29 FREEZER, MODEL NO. T-23F-HC BY OWNER 34" 18 19 2122        2423 2'-1 1 " 1 14 4 13 4'-0 " 8 5 2    1 14 3 7 13    12 114'-0 " 14 17 13 4'-0 " 16 14 13 6    8'-0 " TVTV FOOD PREP.DINING ROOM 192619 19               21 22 13231828 A2-01 1'-6"(MIN.)60" (CLR.) 4'-0 " 1'-7"1'-6" TOILET ¡  1 4 3 7 8 5 9 16 21 17 2 A B C D A2-01    2014 19221329 DINING ROOM FOOD PREP. 19 14 13                     Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ (1/$5*(')/225 3/$1,17(,25 (/(9$7,216  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1/2" = 1'-0"7INTERIOR ELEVATION - DINING 2 1/2" = 1'-0"6INTERIOR ELEVATION - DINING 1 1/2" = 1'-0"1ENLARGED RESTROOM FLOOR PLAN1/2" = 1'-0"2INTERIOR ELEVATION - A1/2" = 1'-0"3INTERIOR ELEVATION - B1/2" = 1'-0"4INTERIOR ELEVATION - C 1/2" = 1'-0"5INTERIOR ELEVATION - D 1/2" = 1'-0"9INTERIOR ELEVATION - FOOD PREP 2 1/2" = 1'-0"8INTERIOR ELEVATION - FOOD PREP. 1 33 $/$/80,1,80)))$&725<),1,6+)*),%(5*/$66)7+.)$&725<7+,&.1(66+0+2//2:0(7$/+3/+,*+35(6685(/$0,1$7(&2/25*5$3+,7('$5.*5$<15 1275$7('33$,176(0,*/2666&:62/,'&25(:22'6)6$7,1),1,6+&/($56)6$7,1),1,6+7,176767((/66 67$,1/(6667((/67667((/6/$767(03&/($57(03(5('*/$66727(03(5('2%6&85(*/$66:'62/,':22':9(1((5:*&/($5:,5('*/$660(6+ 0(7$/0(6+*5,//(0(7$/*5,//(7(03:'&/($57(03(5('*/$6621:')5$0(7(03):')5267('7(03(5('*/$6621:' )5$0( 5()(572,17(5,256 ABBREVIATIONS DOOR NOTES B. GENERAL TO ALL DOORS2022 CBC CHAPTER 7, 10 & 11 LABELS1. FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. (716.2.9)2. FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME OR TRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHERE REQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUM TRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXED AND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOW THE LETTER “S” ON THE FIRE RATED LABEL. (716.2.9.1)3. OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY OR SHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY. (716.2.9.2)4. FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THE THIRD-PARTY INSPECTION AGENCY. (716.2.9.4)5. GLAZING FIRE-PROTECTION RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION SHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PART IDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING. (716.1.2.2.1). THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION:• “D, H, XXX”• D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS ASSEMBLIES AND MEET THE FIRE PROTECTION REQUIREMENTS OF NFPA 252, UL 10B OR UL 10C.• H INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM REQUIREMENTS OF NFPA 252, UL 10B OR UL 10C.• T INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTSOF SECTION 716.2.2.3.1• XXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES.6. EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS. WEATHERIZATION1. DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION. RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION.2. EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED.3. REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL AND THRESHOLD FLASHING SYSTEMS.4. INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM. A. PUBLIC USE & COMMON USE AREA DOORS AND GATES2022 CBC CHAPTER 10 AND 11B DIV IIIGATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS. OPENING CLEARANCE1. ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. (1010.1.1, 11B-206.4, 11B-404, 11B-402)2. FOR DOOR CLEARANCE SEE SHEET A-520 FOR ADDITIONAL INFORMATION. EFFORT1. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIOR DOORS, 5 POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. (1010.1.3, 11B-404.2.9) HARDWARE1. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (11B-4042.5.1) THRESHOLDS1. LANDINGS DOORS ON AN ACCESSIBLE ROUTE SHALL HAVE A LANDING ON EACH SIDE THAT IS AT THE SAME ELEVATION AND SHALL BE LEVEL, EXCEPT EXTERIOR LANDINGS MAY SLOPE 2% MAXIMUM, (1010.1.5, 11B-405.7)2. THRESHOLD LANDINGSSHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED AT A MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1010.1.7, 11B-404.2.5) B. GENERAL TO ALL DOORS2022 CBC CHAP 7, 10 & 11 HARDWARE1. DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE THE OPENING HARDWARE (1010.1.9.1, 11B-404.2.9)2. LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPT IN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS. 3. HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHED FLOOR. (1010.1.9.2, 11B-404.2.9)4. EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE MOUNTED HARDWARE. (1010.1.9.3.3) 5. EGRESS DOORS MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. (SEE 1010.1.9.4 FOR EXCEPTIONS)6. FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BE PROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED. (716.2.6.2)7. FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORS ASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 80 (716.2.6.4)8. SMOKE ACTIVATED DOORS AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKE DETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER. (716.2.6.6)9. INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. THRESHOLDS1. THRESHOLD TYPES SHALL BE VERIFIED AND CONFIRMED WITH FLOOR FINISH SELECTIONS.2. PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS AND CORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. DOOR CONSTRUCTION3. DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATES SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. (1126A.7, 11B-404.2.10)4. GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS5. FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C. (716.2.1.1)6. FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS AND FIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B (716.2.1.2)7. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST. (716.2.2.1)8. SMOKE AND DRAFT CONTROL FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS SHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED IN ACCORDANCE WITH UL 1784 (716.2.2.1.1)9. GLAZING IN DOOR ASSEMBLY IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THE DOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES. (716.2.5.3)10. FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIRED WHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM. (716.2.2.3)11. DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOUR FIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾ HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BE INSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITH ASTM E119 OR UL 263. (716.2.5.4)12. DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENING PROTECTIVES. (2022 CBC SEC 716) TYPE: AFLUSH FIN. FLR. TYPE: BFRENCH DOOR                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $ '225 :,1'2: 6&+('8/(6  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 DOOR TYPE DOOR SCHEDULE. MARK WIDTH HEIGHT THICKNESS PNL TYPE PNL MAT FRM MAT FRM FIN FIRELABEL OUTSIDELOCATION INSIDELOCATION COMMENTSD1013' - 0"7' - 0"0' - 1 3/4"B WD WD FF EXISTING DOORD1033' - 0"7' - 0"0' - 1 3/4"A WD HM FF 34 0.2" HIG H SECTION A-A A A TAPER EXPOSED EDGES OF DETECTABLE WARNING SURFACE 1H:1V WHERE IT IS NECESSARY TO CROSS TRACKS TO REACH TRANSIT BOARDING PLATFORMS, DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.7 SHALL BE PROVIDED. 1. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY CBC SECTION 11B-247.1.2.2.PLATFORM BOARDING EDGES SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.2.1.3.CURB RAMPS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.2.4.ISLANDS OR CUT THROUGH MEDIANS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1 AND 11B-705.1.2.35.BUS STOP PADS SHALL PROVIDE A SQUARE CURB SURFACE OR DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.4.6.IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.57.THE EDGES OF REFLECTING POOLS SHALL BE PROTECTED BY RAILINGS, WALLS, WARNING CURBS OR DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.6.8. I.DETECTABLE WARNINGS SHALL BE PROVIDED IN ACCORDANCE WITH CBC SECTION 11B-247.1 AND SHALL COMPLY WITH CBC SECTION 11B-705.1. 9.DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C. (CBC SECTION 11B-247.1, 11B-705.1.1.3 $3$57 $3$ 5 7         $ 7  7 2 3    $ 7  % $ 6 ( 0,1      RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTIONS 11B-405 A. RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT OBSTRUCTION BY PARKED CARS. BUILT-UP CURB RAMPS SHALL BE BUILT SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR THE ADJACENT LOADING AND UNLOADING ACCESS AISLE.B. CURB RAMPS SHALL BE A MINIMUM OF 48" IN WIDTH.C. IF DIAGONAL (OR CORNER TYPE) CURB RAMPS HAVE RETURN CURBS OR OTHER WELL DEFINED EDGES, SUCH EDGES SHALL BE PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A 48" MINIMUM CLEAR SPACE (IN THE DIRECTION OF TRAVEL). IF DIAGONAL CURB RAMPS ARE PROVIDES AT MARKED CROSSINGS, THE 48" CLEAR SPACE SHALL BE WITHIN THE MARKINGS. IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEY SHALL ALSO HAVE AT LEAST A 24" LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. D. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE) AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL (5-PERCENT SLOPE) WITHIN FOUR FEET OF THE TOP AND BOTTOM OF THE CURB RAMP. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, THEN IT SHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1 UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). CURB RAMPS WITH RETURNED CURBS MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. E. A LEVEL LANDING 48" DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP, SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33% SLOPE).F. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM AND SLIP RESISTANT AND SHALL BE OF A CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. 38//6,'( 7+()2//2:,1*3529,6,2166+$//$33/<726:,1*,1*'2256:,7+$+,1*(6,'($3352$&+ 7+()2//2:,1*3529,6,2166+$//$33/<726:,1*,1*'2256:,7+$/$7&+6,'($3352$&+  7+()2//2:,1*3529,6,2166+$//$33/<726:,1*,1*'2256,167$//(',1$6(5,(6 38//6,'( 386+6,'($'',7,21$/0$1(89(5,1*63$&(,)$'225,63529,'(':,7+%27+&/26(5$1'/$7&+ 386+6,'( 38//6,'( 38//6,'( 386+6,'( $'',7,21$/0$1(89(5,1*63$&(,)$'225,63529,'(':,7+%27+&/26(5$1'/$7&+ $'',7,21$/0$1(89(5,1*63$&(,)$'225,63529,'(':,7+$&/26(5 $7(;7(5,25'2256 $7,17(5,25'2256 :,'7+'225 0,1   0 , 1 , 0 8 0 :,'7+'225 0,1   0 , 1 , 0 8 0   0 , 1 , 0 8 0 :,'7+'225 0,1   0 , 1 , 0 8 0 :,'7+'225 0,1 0,1 :,'7+'225   0 , 1   0 , 1   0 , 1    0 , 1 :,'7+'225 0,1 :,'7+'225 0,1   0 , 1    0 , 1    & / ( $ 5&/($5   & / ( $ 5    & / ( $ 5 0,1 $'225:$<66+$//3(50,77+(,167$//$7,212)$'225127/(667+$1,1:,'7+127/(667+$1,1+(,*+7$1'3529,'($&/($523(1,1*2)127/(667+$1,1:,'7+0($685(':,7+7+('22525'2256326,7,21('$7$1$1*/(2)'(*5((6)5207+(&/26('326,7,21 %'22566+$//%(&$3$%/(2)23(1,1*$7/($67'(*5((6 &$3$,52)'22560$18$/25$8720$7,&0867+$9($7/($6721(/($)7+$73529,'(6$&/($5:,'7+2)127/(667+$10($685(':,7+7+('225326,7,21('$7$1$1*/(2)'(*5((6)520,76&/26('326,7,21$7'28%/((*5(66'2256($&+/($)08673529,'(7+(&/($5:,'7+ '7+(:,'7+2)$1<&20321(172)7+((*5(666<67(06+$//127%(/(667+$17+(0,1,080:,'7+5(48,5('%<6(&7,21 (3(5&%&6(&7,217+(5(6+$//%($)/22525/$1',1*21($&+6,'(2)7+('22568&+)/22525/$1',1*6+$//%(7+(6$0((/(9$7,2121($&+6,'(2)7+('225/$1',1*66+$//%(/(9(/(;&(37)25(;7(5,25/$1',1*6:+,&+$5(3(50,77('72+$9($6/23(12772(;&(('9(57,&$/72+25,=217$/ 3(5&(176/23( 6(('(7$,/)25$'',7,21$/,1)250$7,21 )0$1(89(5,1*&/($5$1&(6$7'22567+(/(9(/)/22525/$1',1*2)$1(;,7'2256+$//+$9($/(1*7+,17+(',5(&7,212)7+('2256:,1*2)$7/($67$1'$/(1*7+23326,7(2)7+('2256:,1*2)$7/($670($685('$75,*+7$1*/(6727+(3/$1(2)7+('225,1,76&/26('326,7,216((),*85(6%(/2:7+(:,'7+2)/(9(/$5($217+(6,'(72:+,&+7+('2256:,1*66+$//(;7(1'$7/($673$677+(675,.(('*(2)7+('225)25,17(5,25'2256$1'$7/($673$677+(675,.(('*(2)7+('225)25(;7(5,25'22567+()2//2:,1*3529,6,2166+$//$33/<726:,1*,1*'2256:,7+$)5217$3352$&+ *0$;,080())2577223(5$7('22566+$//127(;&(('3281'6)25(;7(5,25'2256$1'3281'6)25,17(5,25'225668&+38//25386+())257%(,1*$33/,('$75,*+7$1*/(672+,1*(' '2256$1'$77+(&(17(53/$1(2)6/,',1*25)2/',1*'2256&203(16$7,1*'(9,&(625$8720$7,&'22523(5$72560$<%(87,/,=('720((77+(6(67$1'$5'6:+(1),5('2256$5(5(48,5('7+(0$;,080())2577223(5$7(7+('2250$<%(,1&5($6('727+(0,1,080$//2:$%/(%<7+($335235,$7((1'256(0(17$*(1&<12772(;&(('3281'6 +,)7+('225+$6$&/2685(7+(17+(6:((33(5,2'2)7+(&/26(56+$//%($'-867('627+$7)520$123(1326,7,212)'(*5((67+('225:,//7$.($7/($676(&21'672029(72$32,17,1&+(6)5207+(/$7&+0($685('727+(/$1',1*('*(2)7+('225 ,7+(7<3(2)/$7&+$1'/2&.)25$//'22566+$//%(,1$&&25'$1&(:,7+&%&6(&7,21 -+$1'$&7,9$7(''225/$7&+,1*/2&.,1*$1'23(1,1*+$5':$5(6+$//%(&(17(5('%(7:((1$1'$%29(7+()/225/$7&+,1*$1'/2&.,1*'22567+$7$5(+$1'$&7,9$7('$1'21$1$&&(66,%/(5287(6+$//%(23(5$%/(:,7+$6,1*/(())257%</(9(57<3(+$5':$5(3$1,&%$56386+38//$&7,9$7,1*%$562527+(5+$5':$5('(6,*1('723529,'(3$66$*(:,7+2875(48,5,1*7+($%,/,7<72*5$637+(+$5':$5(/2&.('(;,7'22566+$//23(5$7(&216,67(17:,7+127(+$%29(,17+(',5(&7,212)(*5(66 ./(9(525/(9(5$&78$7('/$7&+(625/2&.66+$//%(&859('725(785172:,7+,12)7+('2257235(9(17&$7&+,1*2)&/27+,1*2)3(56216'85,1*(*5(66 /7+(%277202)$//'2256$1'25*$7(66+$//+$9($60227+81,17(55837('685)$&(72$//2:7+('22572%(23(1('%<$:+((/&+$,5)2275(67:,7+287&5($7,1*$75$325 +$=$5'286&21',7,21:+(5(1$552:)5$0('2256$5(86('$+,*+60227+3$1(/6+$//%(,167$//('217+(386+6,'(2)7+('225 '22567+$73529,'($&&(6672&2002186($5($66+$//&203/<:,7+&+$37(5%$1'7+,66+((7)25/$1',1*6$1'7+5(6+2/'67+(&2002186(2538%/,&6,'(2)35,0$5<$&&(66'22566+$//&203/<:,7+127(6)$1'*%(/2:   '2257+5(6+2/' (;326('('*( 75$16,7,2175,0 ),503$' 5,6 (  0 $ ;     9 ( 5 7 , & $ / %(9 ( /    0 $ ;  5,6 (   0 $ ;  &2035(66('&$53(70$;%(/2:7+5(6+2/'  %(9(/),1,6+)/225(9(1 /$1',1*6$1'7+5(6+2/'66+$//&203/<:,7+&%&6(&7,216$1'%% %(9 ( /    0 $ ;  5,6 (  0 $ ;    9 ( 5 7 , & $ / 5,6 (    0 $ ;   %(9(/ 0$;,0806/23($7(;7(5,25/$1',1* '225/$1',1*67+()/22525/$1',1*21($&+6,'(2)$1(;,7'2256+$//127(;&(('3(5)227$ '2257+5(6+2/'67+5(6+2/'6$1'&+$1*(6,1(/(9$7,21$7'22566+$//127%(025(7+$1/2:(57+$17+(7232)7+(7+5(6+2/'2)7+('225:$<$ 7+5(6+2/'6:,7+$&+$1*(,1+(,*+72)127025(7+$10$<%(9(57,&$/%&&+$1*(6,1/(9(/%(7:((1$1'6+$//%(%(9(/(':,7+$6/23(12*5($7(57+$19(57,&$/81,77281,76+25,=217$/&+$1*(6*5($7(57+$16+$//%($&&203/,6+('%<0($162)$5$03'2250$76,)$'2250$7,686(',1$&2002186($5($2538%/,&86($5($,76+$//+$9($),50%$&.,1*2512%$&.,1*$ %7+(0$;,0803,/(+(,*+76+$//%(&(;326('('*(62)7+('2250$76+$//%()$67(1('727+()/225685)$&($1'+$9(75,0$/21*7+((17,5(/(1*7+2)(;326('('*(67+$76+$//&203/<:,7+7+(5(48,5(0(176)25&+$1*(6,1/(9(/:+(1&+$1*(6,1/(9(/'22&&857+(<6+$//%(%(9(/(':,7+$6/23(12*5($7(57+$181,79(57,&$/,181,76+25,=217$/ 6/23(  &+$1*(6,1/(9(/6+$//127(;&((' &+$1*(6,1/(9(/*5($7(57+$16+$//%(0$'(%<0($162)$6/23('685)$&(:,7+$6/23(127*5($7(57+$181,79(57,&$/,181,76+25,=217$/ 6/23(  '5(&(66(''2250$766+$//%(/(9(/:,7+7+($'-$&(17685)$&($1'%($'(48$7(/<$1&+25('7235(9(17,17(5)(5(1&(:,7+:+((/&+$,575$)),&  0$;3,/(7+,&.1(66 ,)3,/(+(,*+7(;&(('67+(1('*(60867+$9(%(9(/('75,0 ,17(5,250$7(5,$/&+$1*(6$0$7(5,$/&+$1*(6,1+(,*+7$7,17(5,25'2257+5(6+2/'66+$//127(;&((' 0$7&$53(7,1*0867&216,672)$%&' /(9(//2237(;785('/223/(9(/&873,/(/(9(/&8781&873,/( %7+5(6+2/'6:,7+$&+$1*(,1+(,*+72)127025(7+$10$<%(9(57,&$/                   Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $' 6,7($&&(66,%,/,7< '(7$,/6  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1/2" = 1'-0"1 DETECTABLE WARNING 1/2" = 1'-0"5 RAMPS 1/2" = 1'-0"2 ACCESSIBLE DOORS 1" = 1'-0"6 LANDINGS & THRESHOLDS 35 A. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS SERIF UPPER CASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH CBC 11B-703.3. B. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MIN AFF, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAX AFF, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. C. FINISH AND CONTRAST: CHARACTERS, SYMBOLS, AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH, CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. D. PROPORTIONS: VISUAL AND RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MIN AND 110% MAX OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10% MIN AND 20% MAX OF THE HEIGHT OF THE CHARACTER. E. BRAILLE: BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTIONS 11B-703.3 AND 11B-703.4 OF CBC. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 11B-703.3.1 OF CBC. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS AND ACRONYMS. F. LOCATION: LOCATE SIGN A MINIMUM OF 4" AND A MAXIMUM OF 12" AWAY FROM DOOR STRIKE SIDE, UNLESS OTHERWISE NOTED. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18"X18" MIN, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARCH OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. FOR ADDITIONAL INFORMATION, SEE DETAILS & G. MATERIAL: SIGN MATERIAL TO BE 1/8" THICK ES PLASTIC WITH 1/32" RAISED BORDER AND LETTERS. MATCH EXISTING SIGNS. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH H. MOUNTING: PROVIDE MECHANICAL MOUNTING TO MATCH EXISTING FOR EACH SIGN. J. COMPLIANCE: ALL SIGNAGE MUST COMPLY WITH ARTICLE 11B-703 OF CBC AS WELL AS CURRENT ADA STANDARDS. K. WHERE SIGNAGE MUST BE INSTALLED DIRECTLY TO GLAZING, PROVIDE BLANK SIGN ON OPPOSITE SIDE OF GLAZING WHERE NONE PRESENT. $'$' *(1(5$/127(6 6,*1$*( MEN WOMEN EXIT EXIT ROUTE OCCUPANTLOAD: ## CLASSROOM ASSISTIVELISTENINGSYSTEM ISAVAILABLE AT_ _ _ _ _ _ _ _ _ INT'L SYMBOL OF ACCESSIBILITY ONLY REQ'D AT ACCESSIBLE ENTRANCES AND RESTROOMSCOLOR: TBD CENTER BRAILLE LETTERS CENTER ROOM NAMETEXT 1" HIGH LETTERS. COLOR: TBD CENTER 5/8" HIGH LETTERS. COLOR: TBD ACRYLIC PLAQUE FABRICATE PERMANENT LETTERS WITH SIGN. COORDINATE WITHOWNER, PROVIDE TO READ _______________ INTERNATIONAL SYMBOL OF ACCESSIBILITY FOR HEARING LOSSCOLOR: TBD WHITE IS A SYMBOL FLUSH WITH CONTRASTING BLUE BACKGROUND (NOT REQ'D) MOUNT SIGN AT CENTERWIDTH OF ALL RESTROOM DOORS CENTER BRAILLE LETTERS CENTER 1" HIGHLETTERS.COLOR: TBD CENTER 1"HIGH LETTERS.COLOR: TBD 12" ø 1/4" THICK PLEXIGLASS CIRCLE AT WOMEN'S RESTROOM NOTE:1. PROVIDE 1/4" THICK AND 12 INCHES IN DIAMETER WITH A 1/4" THICK CONTRASTING TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER FOR UNISEX AND ALL GENDER RESTROOMS2. PROVIDE 1/4" THICK TRIANGLE ONLY FOR MEN'S RESTROOM3. PROVIDE 1/4" THICK CIRCLE ONLY FOR WOMEN'S RESTROOM4. SIGN SHALL CONTRAST WITH DOOR ON WHICH IT RESIDES CENTER 1" HIGH LETTERS.COLOR: TBD CENTER BRAILLE LETTERS CENTER BRAILLE LETTERS CENTER BRAILLE LETTERS 12" ON A SIDE x 1/4" THICK PLEXIGLASS TRIANGLE AT MEN'S RESTROOM PLEXIGLASS SYMBOL RAISED 1/32" FROM CONTRASTING BACKGROUND CENTER 1" HIGHLETTERS.COLOR: TBD PLEXIGLASS SYMBOL RAISED 1/32" FROM CONTRASTING BACKGROUND CENTER 1" HIGHLETTERS.COLOR: TBD NOTE: MOUNT VISIBLY ABOVE MAIN ENTRY DOOR. MIN0' - 6 " 0' - 1 0 " M I N 1' - 0" MIN PLEXIGLASS SYMBOL RAISED 1/32" FROM CONTRASTING BACKGROUND. CENTER 1" HIGH LETTERS. COLOR: TBD CENTER BRAILLE LETTERS ON SIGN (3/ 8 " M I N . ) 0' - 0 1 / 2 " M A X . 0' - 0 1/2" MIN 0' - 0 1/2" MIN 0' - 1 0 " M I N 0' - 1 " 0' - 6 " (3/ 8 " M I N . ) 1/2 " M A X . 0' - 0 1/2" MIN0' - 0 1/2" MIN 0' - 0 1/2" MIN 0' - 0 1/2" MIN 0' - 6 " 0' - 0 3 / 8 " 0' - 0 1/2" MIN 0' - 0 1/2" MIN 0' - 10" 0' - 6 " 0' - 6" MIN 0' - 9" MIN 0' - 6 " M I N 0' - 0 1/2" MIN 0' - 0 1/2" MIN 0' - 10" MIN 0' - 1 0 " M I N 0' - 0 1/2" MIN 0' - 0 1/2" MIN 0' - 6 " (3/ 8 " M I N ) 1/2" M A X 1' - 0" 1' - 0" 0' - 0 1/2" MIN 0' - 0 1/2" MIN 0' - 0 3 / 8 " 0' - 5 " M I N STAIR #1ROOF ACCESS 1 THRU 3 0' - 0 1/2" MIN 0' - 0 1/2" MIN 1' - 0" MIN 0' - 1 " 1' - 0 " M I N CENTER 1 1/2" HIGH LETTERS.COLOR: TBD CENTER 5" HIGH LETTERS.COLOR: TBD CENTER 1 1/2" HIGH LETTERS.COLOR: TBD STAIR #1 0' - 0 1/2" MIN 0' - 0 1/2" MIN 0' - 1 " 0' - 1 0 " M I N CENTER 1" HIGH LETTERS.COLOR: TBD CENTER BRAILLE LETTERS. EXIT STAIR DOWN (1 / 2 " M A X ) 0' - 0 3 / 8 " M I N 0' - 10" MIN 0' - 1 0 " M I N 0' - 0 1/2" MIN 0' - 0 1/2" MIN (1/ 2 " M A X . ) 0' - 0 3 / 8 " M I N . 0' - 1 " AREA FOR EVACUATION ASSISTANCE CENTER 1" TALL LETTERS.COLOR: TBD CENTER BRAILLE LETTERS NOTE: DIRECTIONAL SIGNAGE POSTED AS NECESSARY TO INDICATE LOCATION OF ACCESSIBLE EXITS WHICH CONTAIN AN AREA OF EVACUATION ASSISTANCE. 0' - 10" MIN 0' - 9 " M I N 0' - 0 1/2" MIN 0' - 0 1/2" MIN (1/ 2 " M A X . ) 0' - 0 3 / 8 " M I N . 0' - 1 " AREA FOR EVACUATION ASSISTANCE PLEXIGLASS SYMBOL RAISED 1/32" FROM CONTRASTING BACKGROUND CENTER 1" TALL LETTERS.COLOR: TBD CENTER BRAILLE LETTERS. 1' - 4 " M I N 0' - 0 1/2" MIN 0' - 0 1/2" MIN (1/ 2 " M A X . ) 3/8" M I N . 0' - 4 " 0' - 1 " AREA OF REFUGEIN CASE OF EMERGENCY PERSONS WITH DISABILITIES WILL BE ASSISTED TO SAFETY. PRESS CALL BUTTON FOR ASSISTANCE. PANEL- 1/8" NONGLARE W/ SURFACE APPLIED RASTER SHAPES AND LETTERS AND SUBSURFACE DIGITAL PRINTED BG COLORS. CENTER BRAILLE LETTERS. 0' - 9 1 1 / 3 2 " 0' - 5 3 / 4 " CENTER 5/8" HIGH LETTERS.COLOR: TBD 0' - 6 " M I N 0' - 6" MIN INTERNATIONAL SYMBOL OF ACCESSIBILITY ONLY REQUIRED AT ACCESSIBLE ENTRANCES AND RESTROOMS.COLOR: TBD NOTE:PROVIDE AT ALL ACCESSIBLE BUILDING ENTRIES. LOCATE ON STRIKE SIDE OF SINGLE DOORS OR ON RIGHT OF HINGE SIDE OF DOUBLE DOORS. 0' - 9" 0' - 0 9 / 3 2 " M I N DIRECTIONAL ARROW INTERNATIONAL TTY SYMBOL, COLOR: TBDINTERNATIONAL VOLUME CONTROL SYMBOL, COLOR: TBD DESIGN LIVELOAD: ## CENTER 1" HIGH LETTERS.COLOR: TBD NOTE:WHERE THE LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN DESIGNED TO EXCEED 50 PSF (2.40 kN/m²), SUCH DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES.(CBC 1603A.3) -MOUNT VISIBLY ABOVE DOOR. 0' - 0 1/2" MIN 0' - 0 1/2" MIN 0' - 10" 0' - 6 " PLEXIGLASS SYMBOL RAISED 1/32" FROM CONTRASTING BACKGROUND 0' - 10" 0' - 10" 0' - 10" 0' - 10" 0' - 6" MIN.0' - 10" MIN. 0' - 0 1/2" MIN.0' - 0 1/2" MIN. 2 NOTE: PROVIDE AT EXIT DOORS THAT LEAD DIRECTLYOUT OF BUILDING. PLAN SYMBOL (W ISA GRAPHIC)A ASSISTIVE LISTENING DEVICEB ALL GENDER RESTROOM SIGNC MEN'S RESTROOM SIGND WOMEN'S RESTROOM SIGNE DESIGN LOAD AT STORAGE  /,9(/2$'180%(5 M EXIT ROUTE SIGNK OCCUPANT LOAD SIGN  /2$'180%(5 L PHONE VOLUME CONTROL SYMBOLR ISA SYMBOLS TTY PHONE SYMBOLT STAIR EXIT SIGNH HORIZONTAL EXIT SIGNJ AREA OF EVAC (RESCUE) ASSISTANCE SIGNQAREA OF EVAC (RESCUE) ASSISTANCE SIGNP STAIR WITH ROOF ACCESS SIGNGI.S.A. RESTROOM DOOR SIGNF ASSIST. DIRECTIONAL SIGN $5($2)(9$& 5(6&8( N RESTROOM0' - 0 1 / 2 " M I N STAR REQUIREDON LEVEL OF EGRESS ONLY 0' - 0 1 7 / 3 2 " M I N ROOM SIGNAGE WHERE APPLIES 0' - 10" 4' - 1 1 " HINGE SIDE OF DOOR CLEAR AREA CENTERED ON TACTILE CHARACTERS MIN 1' - 6" MIN 1' - 6 " (12" MAX)4" MIN APPLIES TO TOILET DOOR ONLY TOP TEXTMIDDLE TEXTBOTTOM TEXT 48" M I N AFF 60" M A X AF F BOTTOM LINE OF LOWEST BRAILLE BOTTOM LINE OF HIGHEST TEXT NOTE: VERIFY MIN/MAX TEXT LINE HEIGHTS AND ACTUAL SIGN SIZE PRIOR TO MOUNTING. UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH 4' - 0 " M A X 1' - 3 " M I N 20" MAX 4' - 0 " M A X >20"-25" MAX 3' - 8 " M A X 4' - 0 " M A X 1' - 3 " M I N MAX 0' - 10" 4' - 0 " M A X 2' - 1 0 " M A X MAX 0' - 10" UNOBSTRUCTEDSIDE REACH >10"-24" MAX 3' - 1 0 " M A X 2' - 1 0 " M A X OBSTRUCTED HIGH SIDE REACH 1. UNOBSTRUCTED: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN ABOVE FINISH FLOOR OR GROUND.A. EXCEPTION: AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES MAX2. OBSTRUCTED HIGH REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX THE HIGH SIDE REACH SHALL BE 48 INCHES MAX FOR A REACH DEPTH OF 10 INCHES MAX WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX FOR A REACH DEPTH OF 24 INCHES MAX3. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX 1. UNOBSTRUCTED: WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX AND THE LOW FORWARD REACH SHALL BE 15 INCHES MIN ABOVE FINISH FLOOR OR GROUND.2. OBSTRUCTED HIGH REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE BOSTRUCTION AND THE DEPTH OF THE OBSTRUCTION SHALL BE 25 INCHES MAX THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX FOR A REACH DEPTH OF 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX FOR A DEPTH OF 25 INCHES MAX3. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $' $&&(66,%,/,7< '(7$,/6  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1 1/2" = 1'-0"21 TYPICAL DOOR SIGNAGE 1/4" = 1'-0"3 DOOR/ROOM SIGNAGE 1 1/2" = 1'-0"7 SIGN HEIGHT 1/2" = 1'-0"5 REACH RANGES - SIDE & FORWARD 36 A. ALL FIXTURES AND ACCESSORIES AT ACCESSIBLE ROOMS TO MEET CBC ACCESSIBILITY REQUIREMENTS. B. ALL ITEMS SHOWN NOT NECESSARILY USED. C. CONTRACTOR TO PROVIDE APPROPRIATE BACKING FOR WALL MOUNTED FIXTURES AS REQ'D. D. PROVIDE MOUNTING SUPPORTS AT ALL SHELVES, TOILET ACCESSORIES, MIRRORS, CLOCKS, CHALKBOARDS, MARKER BOARDS, WALL HOOKS, COAT RACKS/HOOKS, WOOD TRIM, DOOR BUMPERS, FIRE EXTINGUISHERS AND OTHER ITEMS TO BE SECURED TO WALL, UNLESS OTHER MEANS OF SUPPORT ARE INDICATED. E. PROVIDE MOUNTING SUPPORTS AT LOCATIONS REQUIRED BY OWNER FOR OWNER INSTALLED ITEMS. CONTRACTOR TO COORDINATE WITH OWNER. F. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MARKING LOCATIONS OF ITEMS REQUIRING MOUNTING SUPPORTS. G. ALL PLAN DIMENSIONS SHOWN HERE ARE TYPICAL UNLESS NOTED OTHERWISE. REFERENCE FLOOR PLANS FOR ADDITIONAL ROOM DIMENSIONS. H. SEE ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. *(1(5$/127(6 02817,1*+(,*+76 MA X T O T O P 3' - 8 " MAX T O T O P 4' - 0 " TO B O T T O M 1' - 3 " M I N MIN T O B O T T O M 6' - 8 " FLOOR LINE SWITCHES AND OUTLETS ABOVE ACCESSIBLE COUNTERS SWITCHES, ALARM PULLS, WALL PHONES, CARD READERS OUTLETS, DATA, TELEPHONE FIRE ALARMS VISUAL/AUDIBLEDOOR ACTUATOR PUSH PLATE 3' - 2 " 1. ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL COMPLY w/ SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. 2. ELECTRICAL RECEPTACLE OUTLETS: RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30AMP OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY w/ SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. FACEMOUNTEDEXIT SIGN ENDMOUNTEDEXIT SIGN OCCUPANCY SENSOR THERMOSTAT 4'-0 " M A X . 3' - 1 0 " 7' - 0 " CLE A R 2" M I N . EXIT CLE A R 0' - 2 " M I N . T STANDARDURINAL MA X 2' - 0 " MAX 1' - 5 " MA X I M U M 3' - 8 " ACCESSIBLE URINAL 4' - 0 " M I N 2' - 0" MIN 2' - 0" MIN HARD SURFACE ON WALLS AT TOILETS/URINALS WALL SURFACE AT URINAL FLOOR LINE NOTE: HEIGHT DIMENSIONS TO RIM OF URINAL FLOOR LINE FACE OF WALL 1' - 3 " 1' - 6 " FACE OF WALL ACCESSIBLE TOILETSTANDARD TOILET HAR D 4' - 0 " M I N TO P 2' - 1 0 " 4' - 6" MIN ACCESSIBLE WATER CLOSET SIDE 4' - 0 " M I N 2" M I N 1'-6" MAX1'-5" MIN ACCESSIBLE WATER CLOSET FRONT MIN1' - 0" HARD SURFACE2' - 0" MIN HARD SURFACE ON WALL TOP OF SEAT MIN 2' - 0"MAX1' - 0" 9" MAX7" MIN FLUSH LEVER ON WIDE SIDE SU R F A C E HA R D SU R F A C E 2'-0" MIN TOP OF SEAT 1' - 5 " M A X 1' - 1 1/2" MIN 2" M I N 3' - 6" MIN TRANSFER SIDE FACE OF FINISHED WALL SHOWER FOLDING SEAT 6" MAX 2 1/2" MAX GAP AT WALL TOILET FOR REFERENCE ONLY2' - 0" 2' - 1 " FLOOR LINE SANITARY NAPKIN DISPOSAL FACE OF WALL FINISH CLE A R 1 1/ 2 " M I N TOILET PAPER HOLDER 19" M I N 3' - 4 " M A X TOILET SEAT COVER DISPENSER GRAB BAR WHERE OCCURS 0' - 6"TOP O F PA P E R SLO T ALTERNATE TOILET PAPER HOLDER ABO V E 1' - 1 " C L E A R CLE A R 0' - 2 " M I N 19 " M I N FLOOR LINE TOWEL SLOT ACCESSIBLE PAPER TOWEL CONTAINER OP E R A B L E PAR T ACCESSIBLE PAPER TOWELCONTAINER / WASTERECEPTACLE 3' - 4 " M A X HIG H E S T OPE R A B L E PAR T HIG H E S T 3' - 4 " M A X FLOOR LINE DISPOSABLEDIAPERDISPENSER 3' - 4 " M A X TO HIG H E S T OPE R A B L E PA R T CLE A R 27" K N E E FOLD-DOWN CHANGING STATION TO H A N D L E 4' - 0 " M A X TO D E C K 2'- 1 0 " M A X 3' - 3 " M A X ACCESSIBLE SOAP DISPENSER TO O P E R A B L E PA R T SANITARY NAPKIN DISPENSER COINSLOT OPE R A B L E PAR T 3' - 4 " M A X T O 3' - 3 " M A X ACCESSIBLE GEL DISPENSER/ SANITIZING WIPE DISPENSER TO O P E R A B L E PA R T 5' - 2 " X-RAY VIEWBOX FLOOR LINE FLOOR LINE TO T O P 4' - 0 " M A X 4' - 0 " M A X GLOVE DISPENSERSHARPS CONTAINER FLOOR LINE ACCESSIBLE ELECTRICHAND DRYER CLOCK ELAPSED TIME CLOCK CONTROL RESET SWITCH 7' - 0 " 4' - 0 " 7' - 0 " TO A C C E S S I B L E SHE L F MEDICINE CABINET 3' - 8 " M A X . X-RAY VIEWBOX ABOVE COUNTER/DESK DESKSHOWN FOR REFERENCE 4' - 0 " X-RAY VIEWBOXTWO-BANK 5' - 0 " OXYGEN VACUUM MEDICAL GAS SLIDE (OPT 1) NOTE: REFER TO ELEVATIONS FOR SPACING SLIDE(OPT 2) 0' - 6" 1' - 0 " 4' - 6 " MAX . 3' - 4 " 6'-8 " W H E N 6' - 6 " T Y P I C A L TELEVISION SPECIAL BACKING PA T H O F T R A V E L FLOOR LINE 2-WAY COMMUNICATION SYSTEM W/ BOTH VISUAL & AUDIBLE SIGNALS TO PRIMARY ENTRY BO T T O M 3' - 4 " T O HIG H E S T 4'-0 " M A X T O 3' - 6 " ZONE VALVE BOX 0' - 1 " 5' - 0 " AREA ALARM PANEL 3' - 6 " 5' - 4 " AREA ALARM PANEL ABOVE ZONE VALVE BOX WHERE OCCURS TO T O P 4' - 0 " M A X 0' - 4 " EMERGENCY NURSE CALL ACCESSIBLE PAY TELEPHONE 4' - 0 " M A X TO H I G H E S T OP E R A B L E P A R T OPE R A B L E P A R T FLOOR LINE FLOOR LINE FIRE EXTINGUISHER CABINET WALL FRAMING F.E . H A N D L E 3'-8 " M A X TOILET COMPARTMENTS 5' - 1 0 " M I N 1' - 0 " URINAL SCREEN 1' - 0 " 3' - 6 " M I N TACK BOARDS MARKER BOARDS 3' - 0 " M A X 1' - 0 " M I N 3' - 0 " M A X 1' - 0 " M I N SURFACE WITHIN ACCESIBLE REACH RANGE AS INDICATED TO T O P 2' - 1 0 " GRAB BARS COAT HOOKS 4' - 0 " M A X TYP0' - 6" 5' - 0 " TO P O F ACC E S S I B L E HO O K DOOR FRAME ELE V A T I O N SEE0' - 3" CRASH RAIL TO P O F R A I L BUMPER GUARD DOORFRAME 0' - 1" 1' - 0 " DOORFRAME HAND RAIL 34" T O 3 8 " 0' - 1" PASS THROUGH 3' - 8 " M A X . TO H I G H E S T OPE R A B L E PAR T TO P O F R A I L FLOOR LINE FLOOR LINE STACKED LOCKER WITHACCESSIBLE LOWER STANDARDSTACKEDLOCKER ACCESSIBLE LATCH INTERNATIONALSYMBOL OFACCESSIBILITY ATACCESSIBLE LOCKER 1' - 0" EQ EQ 1' - 0" MIN . 1' - 3 " 3' - 1 0 " M A X . 6' - 6 " 0' - 6 " 6' - 6 " PROVIDE 30X48" CLEARSPACE PARALLEL TOLOCKERS FOR ACCESSIBLESIDE APPROACH, LOCKERDEPTH TO BE 24" OR LESS TOWEL BAR TO P O F B A R 3' - 4 " M A X TO B O T T O M O F R O D 80" M I N C L E A R SHOWER CURTAIN ROD 5' - 1 0 " MOP RACK MOP STRIP 3' - 4 " M A X MIRROR AT ACCESSIBLE LAVATORY FLOOR LINE NO SHELF MIN 1' - 6" FOR REFERENCEONLY MIRROR MIRROR ATLAVATORY(NON-ACCESSIBLE) MIN 1' - 6" 4'-6 " M I N 20 " MA X MIN 1' - 6" NO PROJECTIONSBELOW 3' - 5 1 / 3 2 " TO R E F L E C T I V E SU R F A C E RE F L E C T I V E SUR F A C E 30" x 48" CLEAR FLOOR AREA CENTERED ON LOW FOUNTAIN PLAN FRONT SIDE NOTE:SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN THE ANGLE OF THE WATER STREAM SHALL BE MEASURED FROM THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX WHERE SPOUTS ARE LOCATED BETWEEN 3" & 5" FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX , TO H I G H S P O U T O U T L E T 3'-2 " M I N T O 3 ' - 7 " M A X . SP O U T O U T L E T 3'-0 " M A X T O L O W MAX 19" MIN 0' - 8" 2' - 3 " M I N MIN0' - 9 " MAX 0' - 6" 5" MAX 15" MIN 1' - 5 " M I N EQ EQ 19" M A X 18" M I N AT ADA 1' - 4" MIN 2'-1 " T Y P . PER CBC SECTION 11B-602.6 ALCOVE DEPTH 18" MIN (N) 42" LOW WALL CASEWORK, SEE PLAN BOTTLE FILLER CASEWORK, BEYOND (N) 42" LOW WALL LAVATORY SUPPORT, SEE PLUMBING DRAWINGS. ATTACH TO SLAB WITH FOUR (4) 1/2" DIA HILTI KWIK-BOLT TZ EXPANSION ANCHORS WITH 2" MIN EFFECTIVE EMBEDMENT AT EACH LEG (TOTAL OF EIGHT (8) BOLTS). WALL MOUNTED ACCESSIBLE LAVATORY, SEE FIXTURE SCHEDULE & PLUMBING DRAWINGSFOR MORE INFO. "IPS CORP." PRE-CUT "LAV SHIELD" PIPE ENCLOSURE (OR APPROVED EQUAL) TO FIT SPECIFIED SINK. REQUIRED CLEAR SPACE UNDER LAV. AUTOMATIC SOAP DISPENSER. AUTOMATIC FAUCET, SEE FIXTURE SCHEDULE & PLUMBING DRAWINGS. MIRROR NOTE: THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES PLU M B I N G R O U G H - I N 1' - 1 0 " 0' - 9 " M I N . 11" MIN. 0' - 8" MIN. 27 " M I N . 29" M I N . 34" M A X . OF R E L F E C T I V E B O T T O M 40' M A X . T O B O T T O M 17" MIN. PER CBC SECTION 11B-606.5.                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $' $&&(66,%,/,7< '(7$,/6  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1/4" = 1'-0"6 ELECTRICAL DEVICES MOUNTING HEIGHTS 1/4" = 1'-0"13 TYPICAL FIXTURE ELEVATIONS 1/4" = 1'-0"5 ACCESSORY MOUNTING HEIGHTS 1/4" = 1'-0"15 TYPICAL EQUIPMENT MOUNTING DIAGRAM 1/4" = 1'-0"22 MISC FURNISHINGS MOUNTING HEIGHTS 1/4" = 1'-0"14 MIRROR MOUNTING HEIGHTS 1/2" = 1'-0"7 HI-LO DRINKING FOUNTAIN AT DINING 1" = 1'-0"21 WALL MOUNTED LAVATORY NOT USED N OT USED NOT USED NOT USED NOT USED NOT USED N OT USED NOT USED N OT USED NOT USED NOT USED NOT USED NOT USED N OT USED 37 HE I G H T - S E E S C H E D U L E HEADER DETAILING SIMILAR TO SILL AT DETAILS AND HEADER, SILL AND JAMB PER SCHEDULE, TYP 1'-6 " M A X HEADER SILL JA M B JA M B JAM B JA M B JA M B JAM B JAM B ADD BOTTOM TRACK FASTENER EACH SIDE OF WINDOW JAMB, TYP OPENING WIDTH LINE FOR PARTIAL HEIGHT WALL SHEATHING 2'-0" MAX FOR SINGLE JAMB STUD SILL HEADER DUCTOPENING WALL SHEATHING AS NOTED IN WALL TYPES OPENING WIDTH HEADER OPENING WIDTH 3" MIN. TYP DUCT OPENING SILL DECREASE SPACING OF SILL CONNECTION TO 8" OC AT STUDS WITH TRACK BACKING . ADD TOP TRACK FASTENER EACH SIDE OF OPENING JAMB, TYP FOR PARTITION DEPTH SEE PARTITION TYPE. FOR STUD FLANGE, GAUGE AND SPACING REQUIREMENTS SEE INTERIOR WALL STUD SCHEDULE NON-FULL HEIGHT PARTITION. FOR BRACING AT TOP OF WALL SEE DETAIL AT SPLICE CONDITION LINE OF FINISH CEILING HEADER BACKING AT HANDRAILS. CABINETS, AND EQUIPMENT SEE DETAIL $' 11AD-51 $' $' 4AD-51 CON T ( T Y P ) /12AD-51 /4AD-51 /---- NOTES:1. THE STUD CAPACITIES AND DEFLECTIONS ARE BASED ON THE FOLLOWING LOADING CONDITIONS: (NA IN SCHEDULE INDICATES STUD SECTION IS "NOT APPLICABLE" FOR LOADING CONDITION) COND. 1: BASED ON THE FOLLOWING THREE LOAD COMBINATIONS · UNIFORM LOAD= 5psf FOR MINIMUM LOADS · SEISMIC LOAD IS BASED ON WALL WITH TWO LAYERS OF GYP BOARD EACH SIDE WITH Sds =1.1 AND Ip=1.00 WHICH INCLUDES A 100 PLF CABINET WEIGHT AND A 200LB CEILING BRACING WIRE LOAD AT 10 FEET SHARED BETWEEN TWO STUDS. · 200 POUND HANDRAIL LOAD APPLIED 36-INCHES ABOVE THE FLOOR. DEFLECTION MAY SLIGHTLY EXCEED LISTED DEFLECTION LIMIT ON THE ASSUMPTION THAT ALL OF THE HANDRAIL LOAD WILL NOT BE RESISTED BY ONE STUD. FOR SEISMIC LOADING DEFLECTION LIMIT IS L/120 COND. 2: 250 POUND GRAB BAR LOAD APPLIED 36-INCHES ABOVE THE FLOOR. DEFLECTION MAY SLIGHTLY EXCEED LISTED DEFLECTION LIMIT ON THE ASSUMPTION THAT ALL OF THE GRAB BAR LOAD WILL NOT BE RESISTED BY ONE STUD. 2. DEFLECTION LIMIT OF L/180 IS FOR FLEXIBLE FINISHES AND A DEFLECTION LIMIT OF L/240 IS FOR BRITTLE FINISHES SUCH AS TILE. 3.STUD PROPERTIES: BASED ON SSMA PRODUCTS, ICC REPORT 3064P 600 S 162 - 54 4. STEEL PROPERTIES: FOR 18 GAGE AND LESS (THINNER) THE DESIGN YIELD STRENGTH IS 33 Ksi AND FOR 16 GAGE AND GREATER THE DESIGN YIELD STRENGTH IS 50 Ksi 5. ALL STUD SECTIONS SHALL HAVE A STIFFENER LIP MATERIAL THICKNESS BASED ON MILS FLANGE WIDTH, 162=1.625" (162x1/100 INCHES) STYLE: S=STUD SECTION, T=TRACK SECTION MEMBER DEPTH, 600=6" (600x1/100 INCHES) STUDSECTION 250S162-54 362S162-33 362S162-43 362S162-43 600S162-33 600S162-43 800S162-43 SPACING 16" OC 16" OC 16" OC 16" OC 16" OC 16" OC 16" OC MAXHEIGHT 15'-6" 15'-6" 15'-6" 20'-0" 20'-0" 30'-0" 35'-0" DEFLECTION LIMITS (1),(2) COND. 1 L/180 L/180 L/240 L/180 L/240 L/180 L/240 ,17(5,25:$//678'6&+('8/( COND. 2 NA NA L/240 NA L/240 NA L/240 MILS33 43 54 68 97 GAGE20 18 16 14 12 '(6,*17+,&.1(66 INCHES0.0346 0.0451 0.0566 0.0713 0.1017 SECTIONS125 S137 S162 S200 S250 FLANGE WIDTH1 1/4" 1 3/8" 1 5/8" 2" 2 1/2" '(6,*167,))(1('/,3 .188" .375" .500" .625" .625" (2) #8 SMS EACH FLANGE BOXED STUDS 16 GA CLIP ANGLE WITH (2) #10 SMS @ EACH LEG MTL STUD - ATTACH WITH #8 SMS @ EA FLANGE BOXED STUD AND TRACK #8 SMS @ 16" OC EACH SIDE, TYP TRACK #8 SMS @16" OC, TYP SECTIONBELEVATION - SCREWEDA B- BOXED STUDSWHEN REQUIRED 2x #8 SMS EACH FLANGE, TYP MTL TRACK MTL STUD - ATTACH WITH #8 SMS @ EA FLANGE ALTERNATE TAB DIRECTIONWITH 2x #8 SMS TO WEBOF STUD ELEVATION - SCREWEDA NOTE: #10 SMS MAY BE SUBSTITUTED FOR WELDS AT CONTRACTOR'S OPTION SECTIONBELEVATION - SCREWEDA MTL STUD - ATTACH WITH #8 SMS @ EA FLANGE BOXED HEADER 2" FLANG W/ (4) #8 SMS@ EA. JAMB STUD BOX STUD AND TRACK #8 SMS @ 12" EACH SIDE, TYP #8 SMS @ 12" TYP B- SECTION - WELDED )25*$$1'+($9,(5B SECTION - SCREWED )25*$$1'*$21/<B ALTERNATE SECTION - SCREWEDC ELEVATIONA ADD STUD SECTION WHEN NOTED 2-#8 SHEET METAL SCREWS @ 16"o.c. BACK TO BACK STUDS TRACK BACKING FOR DOOR ANCHORS OR ATTACHMENTS AS REQUIRED WITH 2-#8SHEET METAL SCREWSEACH SIDE OF TRACK TO STUDS 2-#8 SMS EACH STUD 3"x3"x18GA PLATE @ 24" OC EACH SIDE, OR CONT. 3"x18GA STRAP EACH SIDE WITH #8 SMS TO EACH STUD FLANGE AT 12" OC #8 SMS MIN WHERE TRACK EXTENDS A MIN OF 6" PAST JAMB, ADD A BOTTOM TRACK FASTENER EACH SIDE OF JAMB ADD 14 GA CLIP AT DOOR OPENINGS GREATER THAN 3'-6". AT OPENINGS LESS THAN 3'-6" ADD BOTTOM TRACK FASTENER WITHIN 6" OF END OF TRACK 3/8"ʐHILTI KB-TZ EXPANSION BOLT (2" EFFECTIVE EMBED.) ICC REPORT ESR-1917 OR APPROVED EQUIVALENT. #10 SMS TYP-B 1 1/2" 1 1/2" 2 1/2" 1/2"1 1/4" 8" 1 1/2 @ 24 TYP EA SIDE 3" MIN.  FOR SLIP TRACK DETAIL AT INTERIOR PARTITIONS SEE DETAIL C STUD PUNCH-OUT DO NOT LOCATE PUNCH-OUT WITHIN 10" OF THE END OF STUD FOR ADDITIONAL FRAMINGREQUIREMENTS AT TOP TRACK SEE SPECIAL ATTACHMENT DETAILS ON THIS SHEET AND SEE PARTITION TYPE DETAIL SHEETS FOR SOUND AND FIREPROOFING REQUIREMENTS. 18 GA TOP TRACK, SEE DETAIL C USE 2- HILTI X-U FASTENERS @ 6" STUDS AND GREATER @ 24" OC. USE 1- HILTI X-U FASTENERS @ 24" OC FOR STUDS LESS THAN 6". CONTINUOUS BOTTOM TRACK W/ WIDTH & THICKNESS TO MATCH STUDS. ATTACH TO SLAB W/ 0.157 DIA POWER ACTUATED FASTENERS W/ 1 1/4" MIN EMBEDMENT AT 16" O.C. MAX TRACK WITH 1-1/4" MIN FLANGE. TRACK OF SAME GAGE AS STUD WITH TIGHT FIT (NO END GAP). AT CONTRACTORS OPTION, USEONE GAGE THICKER THAN STUD GAGE BUT NOT THICKER THAN 16 GA WITH ALLOWANCES OF UP TO 3/16" END GAP. #8 SMS @ EA FLANGE TYP 18 GA TOP TRACK BY SLIPTRACK (ICC ESR-1042). THIS TRACK TYPE MAY NOT BE USED FOR EXTERIOR APPLICATIONS UNLESS SPECIFICALLY DETAILED. NOTE:FOR ADDITIONAL FRAMING REQUIREMENTS AT THE TOP TRACK SEE SPECIAL ATTACHMENT DETAILS ON THIS SHEET AND PARTITION REQUIREMENTS FOR SOUND AND FIRE PROTECTION. #8 WAFERHEAD SCREW TYP DO NOT ATTACH FINISH TO SLIP TRACK. USE 2- HILTI X-U FASTENERS, 0.157" DIA @ 6" STUDS AND GREATER @ 24" OC. USE 1- HILTI X-U FASTENERS @ 24" OC FOR STUDS LESS THAN 6".FOR ATTACHMENT TO METAL DECK ONLY USE #10 SMS AT SAME SPACING AS SHOT-PIN TOP TRACKA BOTTOM TRACKB TOP TRACKC TO E N D O F S T U D 1/2 " M I N 1 " M A X 1" E M B E D 10" M I N . 1" E M B E D GYP BOARD FASTENER AND LEG OF TOP TRACK 1 1 / 4 " 3" MIN. 1" TO G Y P B O A R D 5/8" D E F L E C T I O N G A P 1/4" 1"1" 2 1/2"-8" VARIES 1/2" 1/2"1 1/2" CENTER SCREW ON SLOT 1 1/4" MIN. SEE OPTION BELOW 6" X 16 GA BACKING PLATE. FASTEN TO STUDS W/ (3) #10 X 3/4" WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MIN OF (3) STUDS. BACKING PLATE TO BE Fy=50KSI 6" X 16 GA TRACK NOTCH AND FASTEN TO STUDS W/(3) #10 X 3/4" WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MIN OF (3) STUDS. BACKING TRACKS TO BE Fy=50KSI STEEL PLATE BACKING: USE FOR FOLLOWING ITEMSA 1. FLOOR MOUNTED BASE CABINETS.2. WALL MOUNTED DISPENSERS AND HARDWARE WEIGHTING LESS THAN 20 LBS3. MIRRORS 4. BACKING AT THE BOTTOM OF WALL HUNG CABINETS LESS THAN 15" IN DEPTH. TRACK BACKING: USE FOR FOLLOWING ITEMSB 1. HANDRAILS AND GRAB BARS (UP TO 250#)2. FLOOR MOUNTED CABINETS GREATER THAN 3' -0" IN HEIGHT. 3. WALL HUNG CABINETS GREATER THAN 15" IN DEPTH AND AT THE TOP OF WALL HUNG CABINETS LESS THAN 15" IN DEPTH. C ALTERNATE TO B 16 GA FABRICATEDFLUSH MOUNT BACKING BY METAL - LITE (4) #10 SMS TYP METAL STUD:3 5/8" x20 GA MIN@ 16" OC, TYP 1/2 " T Y P . 6" 1/2" 16GA SECTION MAY SUBSTITUTE FOR 1 1/4" FLANGE WITHOUT STIFFENER LIP AS SHOWN IN 'B' ABOVE WITH THE FOLLOWING LIMITATIONS:· STUD SPACING IS 16- INCHES ON CENTER OR LESS· FOR 200 POINT LOADS MAX· USE 14 GAUGE TRACK AS SHOWN FOR GRAB BAR LOADS EQUAL TO 250 POUND· F/Y = 50 ksi STEEL D ALTERNATE TO B EQEQ 6" NOTES:1. FOR STUD PROPERTIES SEE DETAIL , INTERIOR WALL STUD SCHEDULE2. AT HEADER AND SILL ASSEMBLIES USE SECTIONS WITH NO MFR PUNCHED OPENINGS MAX OPNG 2'10" 3'-6" 5'-6" 10'-0" MIN STUD DEPTH 3 5/8" 3 5/8" 3 5/8" 3 5/8" MAX WALL HEIGHT 15'-6" 15'-6" 15'-6" 15'-6" DETAIL NO JAMB MIN STUD SIZE 362S162-33 362S162-43 (2)-362S162-54 (2)-362S162-54 SECTION ,17(5,25:$//23(1,1*)5$0,1*6&+('8/( ALTERNATE JAMB SECTION 362S200-43 362S200-43 DETAIL NO HEADER MIN STUD SIZE MIN TRACK SIZE NONE 362T150-33 NONE 362T150-43 362S162-43 (2) 362T150-43 (2) 600S162-43 (3) 362T150-43 SECTION DETAIL NO SILL MIN STUD SIZE MIN TRACK SIZE NONE 362T150-33 NONE 362T150-33 362S162-43 (2) 362T150-43 362S162-43 (2) 362T150-43 SECTION /7 AD-51 /7 AD-51 /7 AD-51 /7 AD-51 /4 AD-51 /4 AD-51 /5 AD-51 /5AD-51 /4AD-51 /4 AD-51 /5AD-51 /6AD-51 /3 AD-51 TOP TRACK AS SCHEDULED, SEE WALL TYPES PROVIDE AT LEAST ONE (1) DIAGONAL BRACING MEMBER WITHIN 12" OF THE CENTERLINE OF ALL TOP TRACK SPLICES ATTACH WITH FOUR (4) #10 x 3/4" SHEET METAL SCREWS ON EACH SIDE OF SPLICE (TWO ON EACH SIDE OF STUD) MIN. 6" LONG NESTED STUD OF SAME SIZE AND THICKNESS (GAUGE) AS TOP TRACK CENTERED ON EACH END-TO-END TOP TRACK JOINT 1'-0 " M A X &/ &/ 6" EQ E Q                  Y D U L V F R G H V L Q J V  F R P -2%12 &2168/7$17 3$30 '5$:1%< 6K H H W  , V V X H   5 H Y L V L R Q  / R J 6K H H W  ' D W H &23<5,*+7‹   & R U S R U D W H  ' U L Y H  6 X L W H                              , U Y L Q H   & $      67$03 &/,( 1 7  $' ,17(5,250(7$/ 678')5$0,1* '(7$,/6  -:1)'    0 $ 5 , 1 (  $ 9 (   $   1 ( : 3 2 5 7  % ( $ & +   & $       %'          *( / $ 7 2  ' ( /  0 $ 5  7 ( 1 $ 1 7 ,0 3 5 2 9 ( 0 ( 1 7 1/2" = 1'-0"1 TYPICAL FRAMING ELEVATION 1/2" = 1'-0"3 INTERIOR WALL STUD FRAMING SCHEDULE 3" = 1'-0"5 SILL AT BOXED SECTION (HEADER SIM.) 3" = 1'-0"4 SILL AT SINGLE TRACK (HEADER SIM.) 3" = 1'-0"6 HEADER DETAIL AT BOXED SECTION 3" = 1'-0"7 JAMB DETAIL 3" = 1'-0"11 STUD TO TRACK CONNECTION 3" = 1'-0"12 BACKING TYPES 1/2" = 1'-0"2 INTERIOR WALL OPENING FRAMING SCHEDULE 1 1/2" = 1'-0"8 TYP TOP TRACK SPLICE CONNECTION 38 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES ANDAUTHORITIES HAVING JURISDICTION, AND LISTED LIST OF CALIFORNIA CODEOF REGULATIONS (C.C.R.), 2. BEFORE STARTING ANY WORK, VERIFY THE ADEQUACY, LOCATION, SIZE, ANDAVAILABILITY OF ALL UTILITIES CONCERNED. 3. DRAWINGS INDICATE SIZE AND TERMINATION OF PIPING AND SUGGESTPROPER ROUTES OF PIPING TO CONFORM TO THE STRUCTURE TO AVOIDOBSTRUCTION AND TO PRESERVE CLEARANCE. IT IS NOT THE INTENT TOINDICATE ALL NECESSARY OFFSETS AND IT SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR TO INSTALL PIPING IN SUCH A MANNER AS TO CONFORM TOSTRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, KEEP OPENINGSAND PASSAGEWAYS CLEAR AND MAKE ALL EQUIPMENT REQUIRINGINSPECTION, MAINTENANCE AND REPAIR ACCESSIBLE WITHOUT FURTHERINSPECTIONS OR ADDITIONAL COST. 4. ALL WORK THAT INVOLVES "SHUT-DOWN" OF EXISTING UTILITIES OR PORTIONSTHEREOF, SHALL BE DONE AT SUCH TIMES THAT WILL CAUSE THE LEASTINCONVENIENCE TO THE SITE ACTIVITIES. THE EXACT TIME AND LENGTH OF"SHUT-DOWN" SHALL BE PRE-ARRANGED WITH THE SITE AT LEAST 72 HOURSIN ADVANCE OF THE REQUIRED SHUT-DOWN. 5. ALL PIPING SHALL BE SEISMICALLY RESTRAINED IN ACCORDANCE WITH THEREQUIREMENTS OF THE "SMACNA" GUIDELINES FOR SEISMIC RESTRAINTS OFMECHANICAL AND PLUMBING PIPING SYSTEMS. 6. EXPOSED HOT WATER SUPPLY PIPES, TRAP AND TRAP ARM AT "ACC" OR "D.A."LAVATORIES WITH HOT WATER SHALL BE INSULATED. 7. ALL WELDING SHALL BE SPECIALLY INSPECTED BY AN AWS-CWI QUALIFIEDINSPECTOR APPROVED AND IN COMPLIANCE WITH 2019 CBC SECTION 1705A..2. 8. ALL BRACING OF PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SMACNAGUIDELINES. 9. WHERE BRACING DETAILS ARE NOT SHOWN ON THE DRAWINGS OR IN THEGUIDELINES, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVALOF THE ENGINEER. 10. A COPY OF THE GUIDELINES PUBLISHED BY SMACNA BE KEPT ON THE JOBSITEAT ALL TIMES. 11. THE LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES WHERESHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND HAVE NOT BEENINDEPENDENTLY VERIFIED BY THE ENGINEER OR THEIR REPRESENTATIVES.DETERMINE THE EXACT LOCATION, DEPTH, INVERT ELEVATIONS, POINT OFCONNECTIONS AND PROPER SLOPES BEFORE CONNECTING WORK. FIELDVERIFY AND COORDINATE AS REQUIRED. 12. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE OWNER WITHWRITTEN CERTIFICATION THAT ALL MATERIALS USED ON THIS PROJECT AREASBESTOS FREE. 13. PROVIDE PROPER SLEEVING AND CAULKING TO ALL NEW WATER PIPINGPASSING THROUGH SLAB ON GRADE AND WALLS 14. CONTRACTOR TO COMPLY WITH ALL APPLICABLE SAFETY LAWS (OSHA, CALOSHA ETC.). 15. WHEN CONTRACTOR HAS BEEN AWARDED THE CONTRACT, IT IS HISRESPONSIBILITY TO SECURE THE AREAS SO NO UNAUTHORIZED PERSONNELGAIN ACCESS TO THE PROJECT AREA OR THE CONTRACTORS STAGING AREA. 16. THE WORK AREA SHALL BE CLEANED DAILY AND ALL CONSTRUCTION DEBRISSHALL BE DISPOSED OF BY THE CONTRACTOR AT LEGAL DUMP. ATCONCLUSION OF PROJECT CONTRACTOR SHALL LEAVE WORK AREA AND SITE,BROOM CLEAN. 17. PROTECT-IN PLACE AND CARE FOR LAWNS SHRUBS, ETC, IN THECONSTRUCTION AREAS DURING CONSTRUCTION PERIOD. REPLACE ALLDAMAGED ITEMS AT NO COST TO OWNER. 18. AT NO TIME DURING THE WORK UNDER THE CONTRACT SHALL THECONTRACTOR PLACE, OR CAUSE TO BE PLACED, ANY MATERIAL OREQUIPMENT ETC, AT A LOCATION THAT WOULD IMPEDE OR IMPAIR ACCESS TOOR FROM THE PRESENT FACILITIES. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALLEXISTING STRUCTURES AT THE WORK AREA FROM WEATHER AND OTHERINCLEMENT CONDITIONS. ANY DAMAGE INCURRED DUE TO FAILURE BY THECONTRACTOR TO PROPERLY PROTECT SUCH WORK SHALL BE REPAIRED ATCONTRACTOR'S EXPENSE. 20. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS MATERIAL, WASTE ANDDEBRIS CAUSED BY THE NEW WORK. THIS MATERIAL SHALL BE REMOVEDFROM THE PROPERTY AND TAKEN TO A LEGALLY OPERATED DISPOSAL SITE. 21. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE NEW OREXISTING STRUCTURAL ELEMENTS TO BE DONE ONLY WHEN SO DETAILED INTHE DRAWINGS OR ACCEPTED BY THE ARCHITECT AND STRUCTURALENGINEER. 22. THE SEISMIC ANCHORAGE OF MECHANICAL AND ELECTRICAL EQUIPMENTSHALL CONFORM TO ASCE 7-16 SECTION 13.3.1 AND TABLE 13.6-1.ANCHORAGE DETAILS FOR ROOF/FLOOR MOUNTED EQUIPMENT SHALL BESHOWN ON PLANS. 23. ALL BRACING OF DUCTS AND PIPING SHALL BE INSTALLED IN ACCORDANCEWITH SMACNA GUIDELINES AS APPROVED BY DSA. WHERE BRACING DETAILSARE NOT SHOWN ON DRAWINGS OR IN THE GUIDELINES, THE FIELDINSTALLATION SHALL BE SUBJECTED TO THE APPROVAL OF ARCHITECT ANDSTRUCTURAL ENGINEER. 24. FLEXIBLE DUCT SHALL BE CONSTRUCED IN ACCORDANCE WITH 2013 CMCSECTION 602.3.1, NFPA 90A, UL 181 CLASS (MAXIMUM FLAME SPREAD EQUALTO 25, MAXIMUM SMOKE-DENSITY DEVELOP EQUAL TO 50), R-6 RESISTANCEVALUE. 25. ALL EQUIPMENT PROCURED FOR THIS PROJECT SHALL MEET THE BUYAMERICAN ACT. 26. A SET OF APPROVED DRAWINGS SHALL BE MAINTAINED ON SITE AND ALLFIELD CHANGES SHALL BE RED LINED ON THE DRAWINGS. CONTRACTORSHALL PREPARE "AS-BUILT" DRAWINGS IN ELECTRONIC (AUTOCAD) FORMAT,REFLECTING ACCURATE FIELD CONDITIONS. GENERAL NOTES 1.CONTRACTOR SHALL PROV1DE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR ALLREQUIRED CONDUIT AND EQUIPMENT. 2. CONTRACTOR SHALL COMPLY WITH THE SUPPORT AND ANCHORAGE OF EQUIPMENT AS SHOWNON DRAWINGS. IF THERE IS NO ANCHORAGE DETAIL SHOWN ON THE DRAWINGS, SUBMIT SHOPDRAWINGS IF THE FOLLOWING APPLY: 2.1. EQUIPMENT WITH AN OPERATING WEIGHT OVER 40 POUNDS AND IS MOUNTED DIRECTLYON THE FLOOR OR ROOF. 2.2. EQUIPMENT WITH AN OPERATING WEIGHT OVER 20 POUNDS AND IS SUSPENDED FROMTHE CEILING, STRUCTURE, ROOF, FLOOR, OR WALL OR IS SUPPORTED BY SPRINGISOLATION DEVICES. 2.3. THE CONTRACTOR SHALL SUBMIT THE ANCHORAGE DETAILS AND CALCULATIONS FORITEMS NOT SHOWN ON THE DRAWINGS AND FOR ALL SUBSTITUTED EQUIPMENT THAT ISGREATER IN WEIGHT OR VARIES MORE THAN 10% IN LENGTH. 3. THE CALCULATIONS AND DETAIL SUBMITTALS SHALL BE SEALED AND SIGNED BY A STRUCTURALENGINEER REGISTERED IN THE STATE OF CALIFORNIA. THE CALCULATIONS SHALLDEMONSTRATE THE FOLLOWING: 3.1. THE ADEQUACY OF ANCHORAGE UNDER ALL APPLICABLE LOAD CONDITIONS PRESCRIBEDBY THE CALIFORNIA BUILDING CODE. 3.2. THE STRUCTURAL ELEMENTS, WHICH ARE RESISTING THE ANCHORAGE LOADS; SUCH ASCONCRETE FILL ON METAL DECK AND/OR STEEL BEAMS, ARE NOT STRESSED BEYOND ITSACCEPTABLE VALUE. 4. FOR ALL VIBRATION ISOLATORS AND THEIR ANCHORAGES, THE CONTRACTOR SHILL PROVIDECALCULATIONS, DETAILS AND TEST DATA TO SUBSTANTIATE THE ISOLATOR'S CAPACITY FORVERTICAL AND LATERAL LOADS. CALCULATIONS MUST ALSO BE SUBMITTED TO SUBSTANTIATETHE SIZE, QUANTITY, LOCATION AND CONNECTION TO STRUCTURE. THE DRAWINGS MUST BEMADE CONSISTENT WITH THE CALCULATIONS. THE MANUFACTURER, EQUIPMENT ANDSTRUCTURAL ATTACHMENT PROCEDURE MUST BE CLEARLY SPECIFIED. ISOLATORS WHICHSUPPORT A COMPONENT INSIDE THE ACTUAL UNIT WILL NOT BE REVIEWED. 5. WHERE CONCRETE AND MASONRY EXPANSION OR ADHESIVE TYPE ANCHORS ARE USED, THEANCHORAGE DETAILS AND CALCULATIONS SHALL INDICATE THE MANUFACTURER, ICC REPORTNO., TYPE, DIAMETER, MINIMUM EMBEDMENT, CONCRETE TYPE AND STRENGTH. 6. WHEN INSTALLING DRILLED-IN ANCHORS IN EXISTING NON-PRESTRESSED REINFORCEDCONCRETE, USE CARE AND CAUTION TO AVOID CUTTING DR DAMAGING THE EXISTINGREINFORCING BARS. LOCATE REINFORCEMENT BY USING A NON-DESTRUCTIVE METHOD PRIORTO INSTILLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THER8NFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN. 7. NO POWER DRIVEN FASTENERS AND/OR SHOT PINS ARE ALLOWED FOR HANGING EQUIPMENT,DUCTWORK AND PIPING SYSTEMS. 8. ALL EXPANSION ANCHORS SHALL HAVE 50% OF THE BOLTS TESTED. IF ANY ANCHOR FAILSTESTING, TEST ALL ANCHORS UNTIL 20 CONSECUTIVE PASS, THEN RESUME THE MINIMALTESTING FREQUENCY. TESTING SHALL OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OFTHE SUBJECT ANCHORS, IN ACCORDANCE WITH IR19-1. 9. FOR ANCHORAGE USE HILTI KWIK BOLT TZ2 EXPANSION ANCHORS ICC ESR-4266. 10. THE SEISMIC ANCHORAGE OF MECHANICAL EQUIPMENT SHALL CONFORM TO 2022 CBCSECTIONS 1617A.1.25 AND 1617A.1.26. 11. PER THE CBC, PAD MOUNTED EQUIPMENT WEIGHING LESS THAN 400 LBS WITH FLEXIBLECONNECTIONS BETWEEN EQUIPMENT AND DUCTWORK / PIPING SHALL BE EXEMPT FROMJUSTIFYING ANCHORAGE. SEISMIC NOTES DRAWINGS: A. THE DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TOINDICATE EQUIPMENT REQUIRED, CAPACITY, SIZE, LOCATION, DIRECTION, ANDGENERAL ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. B. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT AS THE PRINTINGPROCESS DISTORTS THE SCALE. REFER TO ARCHITECTURAL DRAWINGS FORDIMENSIONS TO LAY OUT OR DIMENSIONS SUPPLIED TO THE CONTRACTOR. VERIFYALL DIMENSIONS IN THE FIELD PRIOR TO START OF INSTALLATION OR ORDERING OFEQUIPMENT. C. THE MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFYARCHITECT OF RECORD OF ANY DISCREPANCIES FOUND BEFORE STARTING WORK. 2. SUPPORTS AND ISOLATION: A. ALL EQUIPMENT SHALL BE PROPERLY SUPPORTED AND ISOLATED TO PREVENT NOISEAND VIBRATION TRANSMISSION. VIBRATING, OSCILLATING AND OTHER NOISEPRODUCING EQUIPMENT SHALL BE ISOLATED FROM SYSTEMS AND SURROUNDINGSTRUCTURE IN AN APPROVED MANNER. NOISY OR STRUCTURALLY DAMAGINGINSTALLATIONS SHALL BE REPLACED OR REPAIRED AT MECHANICAL CONTRACTOR'SEXPENSE. FINAL APPROVAL OF THE INSTALLATION SHALL BE THAT OF THEARCHITECT/ENGINEER. B. ALL AIR HANDLING EQUIPMENT SHALL BE SUPPORTED WITH SPRING ISOLATORS. C. DETAILS FOR EQUIPMENT PADS, PLATFORMS, AND FLASHINGS SHALL BE AS INDICATEDBY THE ARCHITECTURAL/STRUCTURAL/CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. 5. DUCTWORK SYSTEMS: A. PROVIDE ALL DUCTWORK, INSULATION MATERIALS, CONNECTIONS, DEVICESACCESSORIES, FITTINGS, OFFSETS, TRANSITIONS, DAMPERS AS REQUIRED FORCOMPLETE WORKABLE DUCT SYSTEMS. B. ALL AIRSIDE EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS AND APPROVED LISTING. C. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. DUCTWORK SHALL BECONSTRUCTED, ERECTED, INSULATED AND TESTED IN ACCORDANCE WITH THE 2006INTERNATIONAL MECHANICAL CODE AND 2006 INTERNATIONAL ENERGY CODE. D. ALL SUPPLY, RETURN AND EXHAUST AIR DUCT JOINTS SHALL BE CONSTRUCTED USINGTRANSVERSE DUCT CONNECTION, OR PYRAMID-LOC DUCT CONNECTIONS WHEREPOSSIBLE BE A LEAK FREE INSTALLATION. E. EQUIPMENT LOCATED WITHIN THE CEILING SPACES WITH ADEQUATE CLEARANCESFOR REPAIR AND MAINTENANCE. F. DUCT SYSTEMS LOCATED WITHIN THE CEILING SPACES WITH ADEQUATE CLEARANCESFOR REPAIR AND MAINTENANCE OF TERMINALS AND DEVICES. G. THE ENTIRE AIR DISTRIBUTION SYSTEM INCLUDING SUPPLY, RETURN AND EXHAUSTDUCTWORK, GRILLES AND DIFFUSERS, AIR TERMINAL DEVICES, AND ALL COMPONENTSOF THE AHU SHALL BE MAINTAINED DUST FREE AND GRIT FREE DURING THE COURSEOF CONSTRUCTION PERIOD. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLEFOR CLEANING OF ALL COMPONENTS TO ARCHITECT/ENGINEER SATISFACTION PRIORTO START-UP OF THE SYSTEM. H. PROVIDE BALANCING DAMPERS AT ALL BRANCH TAKEOFFS AND OTHER LOCATIONS ASREQUIRED FOR A COMPLETE BALANCEABLE AIR DISTRIBUTION, SUCH DAMPERS SHALLBE PROVIDED REGARDLESS OF WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ONTHE DRAWINGS. I. PROVIDE SPLITTER DAMPERS AT TEES AND RADIUS ELBOWS. PROVIDE TURNINGVANES WITH ACCESS DOORS AT SQUARE ELBOWS ONLY WHEN RADIUS ELBOWSCANNOT BE INSTALLED. TURNING VANES SHALL NOT BE INSTALLED IN ANYGREASE-LADEN DUCTWORK, SUCH AS KITCHEN EXHAUST SYSTEMS. J. MAXIMUM LENGTH OF FLEXIBLE DUCT AT SUPPLY/RETURN AIR DEVICES SHALL NOT BEGREATER THAN BE 4'-0''. K. DUCTWORK ARRANGEMENTS SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED TOMINIMIZE NOISE IN THE SYSTEM. INSTALLATION SHALL NOT VARY FROM THOSE SHOWNWITHOUT WRITTEN APPROVAL FROM THE ENGINEER. L. ALL TAKE-OFFS SHALL BE EXTENDED PLENUM HAVING GRADUAL TRANSITION SIZECHANGES. DIFFUSERS AND GRILLES SHALL BE SIZED FOR MAX. N.C. OF 25. PROVIDEEXTENDED PLENUM TAKE-OFFS AT ALL BRANCHES ON SUPPLY, RETURN AND EXHAUSTDUCTS. M. SUPPLY AND RETURN DUCTS SHALL BE INSULATED AS SPECIFIED. ALL EXHAUST DUCTSWITHIN 10'-0'' OF ROOF PENETRATION SHALL ALSO BE INSULATED WITH DUCTWRAP. N. THE GENERAL CONTRACTOR SHALL PROVIDE ALL LOUVERS. LOUVER SIZES AT ALLMECHANICAL ROOMS HAVE BEEN SHOWN ON ARCHITECTURAL DRAWINGS. THEMECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR USING LOUVER AREA FOREACH FUNCTION AS SPECIFIED AND BLANK OFF UNUSED LOUVER AREA WITHINSULATED PANELS CONSISTING OF 20 GA. ALUMINUM AND 1" RIGID/3.0 PCFFIBERGLASS INSULATION WITH FSK FACING. O. INSTALL NO DUCTWORK IN A LOCATION OR IN A MANNER WHICH SHALL ALLOW WATERTO WATER TO FREEZE, OR HAVE CONDENSATION COLLECT THEREIN OR THEREON. P. WHERE PENETRATING ROOFING MEMBRANE OR OTHER MATERIALS USED FORWEATHERPROOFING THE BUILDING, MAKE SUCH PENETRATIONS IN A MANNER THATSHALL NOT VOID OR DIMINISH THE WARRANTY OF THE MATERIAL PENETRATED.COORDINATE ALL SUCH PENETRATIONS WITH THE ROOFING OR MATERIAL INSTALLER. Q. ACOUSTIC DUCT LINING USED IN AIR SYSTEMS SHALL BE NON-FIBERGLASS MATERIALIMPREGNATED WITH AN ANTIMICROBIAL AGENT AND, ABOVE 6 M/S (1200 FPM),COVERED BY AN INTERNAL PERFORATED SHEET METAL LINER. MECHANICAL NOTES TITLE 24 C.C.R., PART1 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE.TITLE 24 C.C.R., PART2 2022 CALIFORNIA BUILDING CODE (CBC)TITLE 24 C.C.R., PART2.5 2022 CALIFORNIA RESIDENTIAL CODE (CRC)TITLE 24 C.C.R., PART3 2022 CALIFORNIA ELECTRICAL CODE (CEC)TITLE 24 C.C.R., PART4 2022 CALIFORNIA MECHANICAL CODE (CMC)TITLE 24 C.C.R., PART5 2022 CALIFORNIA PLUMBING CODE (CPC)TITLE 24 C.C.R., PART6 2022 CALIFORNIA ENERGY CODETITLE 24 C.C.R., PART7 (NO LONGER PUBLISHED IN TITLE 24. SEE TITLE 8, CCR)TITLE 24 C.C.R., PART8 2022 CALIFORNIA HISTORICAL BUILDING CODETITLE 24 C.C.R., PART9 2022 CALIFORNIA FIRE CODE (CFC)TITLE 24 C.C.R., PART10 2022 CALIFORNIA EXISTING BUILDING CODETITLE 24 C.C.R., PART11 2022 CALIFORNIA GREEN BUILDING STANDARDS CODETITLE 24 C.C.R., PART12 2022 CALIFORNIA REFERENCED STANDARDS CODETITLE 19, C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. MOST RECENTLY ACCEPTED VERSIONS OF THE FOLLOWING CODES AND STANDARDS: GSA P100 2018 FACILITIES STANDARDS FOR PUBLIC BUILDINGS SERVICE (W /10/01/19 ADDENDUM)NFPA 70 NATIONAL ELECTRICAL CODENFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODENFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES NFPA 101 LIFE SAFETY CODE UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION UL 464 AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS IEEE 3003.2 RECOMMENDED PRACTICE FOR EQUIPMENT GROUNDING & BONDING &INDUSTRIAL & COMMERCIAL POWER SYSTEMSIEEE 3001.5 RECOMMENDED PRACTICE FOR THE APPLICATION OF POWERDISTRIBUTION APPARATUS IN INDUSTRIAL & COMMERCIAL POWERSYSTEMSNECA 1 STD PRACTICE OF GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTIONNATIONAL ELECTRICAL SAFETY CODE (NESC) CALIFORNIA CODES AND STANDARDS MECHANICAL SYMBOLS STATIC PRESSURE SENSORSMOKE DETECTOR CONICAL TAP WITH VOLUME DAMPER MOTORIZED DAMPERBAROMETRIC DAMPER FIRE/SMOKE DAMPER FIRE DAMPER DIRECTION OF SLOPE GATE VALVE SOLENOID VALVE UNION GAS PRESSURE REGULATOR ALL SYMBOLS SHOWN MAY NOT APPEAR IN ALL DRAWINGS.SYMBOLS ARE SHOWN SCHEMATIC AND MAY NOT BE TO SCALE. SYMBOL DESCRIPTION DUCT SUPPLY DIFFUSER RETURN OR EXHAUST GRILLE SLOT DIFFUSERFLEXIBLE DUCT CO2 SENSORTHERMOSTAT EMS SENSORHUMIDISTAT 45° PRESSURE TAP WITH VOLUME DAMPER CONICAL TAP WITHOUT VOLUME DAMPERMANUAL VOLUME DAMPER SMOKE DAMPERCONDENSATE DRAIN DIRECTION OF FLOW BALL VALVETEMPERATURE AND PRESSURE RELIEF VALVE PLUG VALVE/BALANCING COCK CHECK VALVEHYDRAULIC SHOCK ARRESTOR VALVE IN VERTICAL VACUUM BREAKER ABBREVIATIONS ABS - ACRYLONITRILE - BUTADIENE - STYRENEABV - ABOVEACC - ACCESSIBLEAFF - ABOVE FINISH FLOORAFG - ABOVE FINISHED GRADEAHU - AIR HANDLING UNITAP - ACCESS PANELBAD - BYPASS DAMPERBEL - BELOWBEH - BEHINDCD - CONDENSATE DRAINCFM - CUBIC FEET PER MINUTEC.I. - CAST IRONCLG - CEILINGC.O. - CONDUIT ONLY.CON - CONNECT/CONNECTIONCONT - CONTINUATIONCB - CIRCUIT BREAKER.CKT - CIRCUIT.CU. - COPPER.DA - DISABLED ACCESSDF - DRINKING FOUNTAINDN - DOWNDOAS - DEDICATED OUTDOOR AIR SYSTEMD.A. - DISTRIBUTION PANEL.EC - ELECTRICAL CONTRACTORECC - ENVIRONMENAL CONTROL CONTRACTOREM - EMERGENCY.EMCS - ENERGY MANAGEMENT CONTROL SYSTEMEF - EXHAUST FAN(E) - EXISTING.(ER) - EXISTING DEVICE TO BE REPLACEDFA - FIRE ALARM.FCU - FAN COIL UNITFLR - FLOORFD - FLOOR DRAINFU - FIXTURE UNITFV - FLUSH VALVEF.H.C.- FIRE HOSE CABINETGND - GROUND.GRD - GRADEGPM - GALLONS PER MINUTE HDR - HEADERH.B. - HOSE BIBBHP - HORSEPOWER RATING.HRW - HEAT RECOVERY WHEELJ-BOX - JUNCTION BOX.KA - KILO AMPERES.KW - KILOWATT.KVA - KILO-VOLT AMPS.LAN - LOCAL AREA NETWORKLTG - LIGHTING.LCL - LONG CONTINUOUS LOADL.O. - LUGS ONLY.LV - LOW VOLTAGE.MH - MOUNTING HEIGHT (TO BOTTOM OF FIXTURE)MC - MOMENTARY CONTACT ACTION.MVD - MANUAL VOLUME DAMPERMTD - MOUNTED(N) - NEWN.C. - NORMALLY CLOSEDNEC - NATIONAL ELECTRICAL CODE.NL - NIGHT LIGHT.NIC - NOT IN CONTRACTNTS - NOT TO SCALE.OFCI - OWNER FURNISHED CONTRACTOR INSTALLEDRTU - ROOF TOP UNITRA - RETURN AIRSA - SUPPLY AIR.SSS - SATIN STAINLESS STEEL.TEL - TELEPHONETL - TWIST-LOCK CONSTRUCTIONTYP - TYPICAL.UON - UNLESS OTHERWISE NOTED.V - VOLTS.VTR - VENT THROUGH ROOFWMS - WIRE MESS SCREENW.P - WEATHERPROOF CONSTRUCTION.WT - WEATHERTIGHT CONSTRUCTION.OA - OUTSIDE AIR.EA - EXHAUST AIR.TA - TRANSFER AIR.VRV - VARIABLE REFRIGERANT VOLUME MECHANICAL LEGENDS DEVICE TAG - GRILLE NECK SIZE / FACE SIZE MARK (SEE SCHEDULE) & EQUIPMENT NUMBEREQUIPMENT AIR DEVICE EQUIPMENT WEIGHT (LBS) AIR FLOW (CFM) OF DIFFUSER / GRILLE (E) POINT OF DEMOLITION POINT OF NEW CONNECTION EXISTING TO REMAIN 1. MOTORIZED DAMPERS SHALL BE INSTALLED ON ALL INTAKES AND EXHAUSTOPENINGS UNLESS NOTED OTHERWISE. 2. MAXIMUM FAN NAMEPLATE HORSEPOWER SHALL NOT EXCEED 1.1HP/1000CFM. 3. LOAD CALCULATIONS WERE BASED ON ASHRAE 2012 FUNDAMENTALS 4. ALL PROGRAMMABLE THERMOSTATS SHALL HAVE 5 DEGREE DEADBAND ANDSHALL HAVE 7-DAY CLOCK, 2-HOUR MANUAL OVERRIDE, 10 HOUR BACKUP ANDSETBACK CAPABLE OF 55 DEGREES HEATING AND 85 DEGREES COOLING.(EXCEPT CONTINUOUS OPERATING ZONES) 5. DUCT INSULATION AS SPECIFIED WITH MINIMUM VALUES AS FOLLOWS:a. R-6 SUPPLY AND RETURN DUCT INSULATION IN UNCONDITIONEDSPACES.b. R-12 SUPPLY AND RETURN DUCT INSULATION FOR EXTERIOR DUCTS.c. R-3 SUPPLY AND RETURN DUCT INSULATION UNDERGROUND. 6. ALL DUCTWORK SHALL BE SEALED PRESSURE SENSITIVE TAPE IS NOT USEDAS THE PRIMARY SEALANT. LONGITUDINAL AND TRANSVERSE SEAMS FORDUCTS IN UNCONDITIONED SPACES AND WALL PENETRATIONS. TRANSVERSESEAMS ON BURIED DUCTS. ENERGY NOTES ALL EXPOSED DUCTWORK IN CONDITIONED SPACES NONE ALL EXTERIOR DUCTWORK MIN. R-12 ALL CONCEALED SUPPLY AND RETURN DUCT MIN. R-6 ALL EXHAUST UP TO 10'-0" FROM DISCHARGE MIN. R-6 NOTE:ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED WITH AMINIMUM OF R-6 INSULATION WHEN LOCATED IN UNCONDITIONED SPACES ANDWITH A MINIMUM OF R-12 INSULATION WHEN LOCATED OUTSIDE THE BUILDINGENVELOPE. WHEN LOCATED WITHIN A BUILDING ENVELOPE ASSEMBLY, THE DUCTOR PLENUM SHALL BE SEPARATED FROM THE BUILDING EXTERIOR ORUNCONDITIONED OR EXEMPT SPACES BY A MINIMUM OF R-12 INSULATION. ALLJOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS INDUCTWORK SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS,MASTICS, MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS OR TAPES. TAPES ANDMASTICS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL181B. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEMEQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. DUCT TAPE IS NOTPERMITTED AS A SEALANT ON ANY METAL DUCTS. INSULATION SCHEDULE M 0.0 - GENERAL NOTES, LEGENDS AND ABBREVIATIONS M 0.1 - SPECIFICATIONS - MECHANICAL M 1.0 - FLOOR PLAN - MECHANICAL MECHANICAL SHEET LIST CONTRACTORS SHALL PROVIDE COORDINATION DRAWINGS PRIOR TO DISTRIBUTION OF SUBMITTALS AND ORDERING EQUIPMENT. COORDINATION DRAWINGS SHALL SHOW CLEAR INDICATED OF COORDINATION WITH OTHER TRADES, INCLUDING STRUCTURAL, CEILINGS, AND FIRE PROTECTION. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER / ARCHITECT /ENGINEER PRIOR TO ROUGH-IN OR ORDERING OF EQUIPMENT. MAINTAIN MANUFACTURER RECOMMENCED CLEARANCES AND ACCESS TO ALL REMOVABLE PANELS AND DOORS. ALL FILTERS SHALL BE FULL SIZE AND STANDARD SIZE AND ACCESS SHALL ALLOW FOR EASY REPLACEMENT OF FILTERS. COORDINATION ALL EQUIPMENT REQUIRING VFD'S OR STARTERS SHALL BE PROVIDED WITH THE EQUIPMENT. VFD'S SHALL BE EQUIPPED WITH INTEGRAL DISCONNECTS. ANY OUTDOOR VFD'S SHALL BE PROVIDE WITH NEMA 3R ENCLOSURE, COORDINATE WITH EC TO PROVIDE POWER FOR THE ENCLOSURE (IF NEEDED). UNLESS NOTED OTHERWISE, EQUIPMENT SHALL COME WITH INTEGRAL DISCONNECTS AND SINGLE POINT ELECTRICAL CONNECTIONS. COORDINATE ANY CHANGES OF EQUIPMENT LOCATIONS, SELECTIONS AND RFI'S WITH THE ELECTRICAL AND PLUMBING CONTRACTORS AND OTHER TRADES. A PERFORMANCE TEST SHALL BE CONDUCTED UPON COMPLETION AND BEFORE FINAL APPROVAL OF THE INSTALLATION OF A VENTILATION SYSTEM SERVING COMMERCIAL COOKING APPLIANCE IN ACCORDANCE WITH CMC 511.2.2.1 THE PERMIT HOLDER SHALL VERIFY THE CAPTURE AND CONTAINMENT PERFORMANCE OF TYPE I HOODS IN ACCORDANCE WITH CMC 511.2.2.2 GENERAL EQUIPMENT NOTES GENERAL NOTES,LEGENDS &ABBREVIATIONS M 0.0 39 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 SEQUENCE OF OPERATION: A.MECHANICAL SPECIFICATIONS - GENERAL CONDITIONS A. GENERAL 1. EXCEPT AS SPECIFIED TO THE CONTRARY, THIS CONTRACT SHALL INCLUDEFURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALLEQUIPMENT WHICH IS PART OF MECHANICAL SYSTEMS. 2. GENERAL AND SPECIAL CONDITIONS OF AIA (AMERICAN INSTITUTE OFARCHITECTS) AND OWNER'S GENERAL REQUIREMENTS SHALL APPLYUNLESS NOTED OTHERWISE. 3. THE REQUIREMENTS SET FORTH UNDER "GENERAL CONDITIONS"."MODIFICATIONS TO GENERAL CONDITIONS" AND "SPECIAL CONDITIONS"ARE A PART OF THIS CONTRACT. 4. ALL MOTORS FOR SUCH EQUIPMENT (IF AND WHERE SPECIFIED ONDRAWINGS) SHALL BE FURNISHED AND INSTALLED AS PART OF THISCONTRACT. CONTROLS FOR SUCH MOTORS SHALL BE FURNISHED UNDERTHIS CONTRACT AND INSTALLATION OF CONTROLS AND ALL ELECTRICALWIRING, NOT SHOWN ON ELECTRICAL DRAWINGS, SHALL BE PERFORMEDUNDER THIS CONTRACT. B. SUBSTITUTIONS AND MISCELLANEOUS EQUIPMENT 1. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENTAND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE ONE OR MORENAMES OF MANUFACTURERS ARE MENTIONED ANY ONE MAY BE UTILIZED. 2. ALTERNATE EQUIPMENT MAY BE BID AS A SUBSTITUTION TO THATSPECIFIED WITH THE APPROPRIATE DEDUCT NOTED. HOWEVER, THEEQUIPMENT SUBSTITUTED SHALL MEET ALL SPECIFICATIONS IN DESIGNAND BE SUBJECT TO OWNER AND/OR ENGINEER APPROVAL. ANYADDITIONAL COST INCURRED DUE TO SUBSTITUTION SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 3. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE PIPING SYSTEMSSUCH AS FITTING, HANGERS, ETC., CAN BE OF ANY RECOGNIZEDMANUFACTURER PROVIDED THESE ITEMS MEET MINIMUM STANDARDS ASSET BY THE ENGINEER. C. ORDINANCES, PERMITS, AND CERTIFICATES AND OWNER REQUIREMENTS 1. ALL WORK UNDER THIS CONTRACT SHALL BE INSTALLED IN FULLACCORDANCE WITH ALL CODES, LAWS, ORDINANCES AND ALLREGULATIONS OF THE STATE, COUNTY, AND MUNICIPALITY WHICH IN ANYWAY AFFECTS THIS WORK. THIS CONTRACTOR SHALL SECURE AND PAYFOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED BY THEFOREGOING GOVERNMENTAL AUTHORITIES. ALL WORK SHALL ALSO BEINSTALLED IN ACCORDANCE WITH REGULATIONS OF THE FIREUNDERWRITERS HAVING JURISDICTION AND LOCAL UTILITIES.CONTRACTOR SHALL ALSO SECURE ANY PERMITS OR PAY ANY FEES TOTHE LOCAL UTILITY COMPANIES FOR THE WORK REQUIRED. D. DRAWINGS 1. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TOSHOW THE APPROXIMATE LOCATION OF OUTLETS, EQUIPMENT AND PIPING. 2. THE EXACT LOCATION OF OUTLETS, EQUIPMENT AND PIPING MAY BECHANGED FROM TIME TO TIME AS WORK PROGRESSES. UNDER THISCONTRACT ALL LOCATIONS SHALL BE VERIFIED WITH ALL TRADES ANDTHAT THEY ARE ACCORDING TO THE LATEST INFORMATION AVAILABLE.SHOULD THIS NOT BE DONE, THE WORK WILL BE CHANGED AT NOADDITIONAL EXPENSE TO THE OWNER. 3. THE OWNER RESERVES THE RIGHT TO MAKE MINOR CHANGES INLOCATIONS OF EQUIPMENT OR PIPING ARRANGEMENTS UP TO THE TIME OFROUGH-IN WITHOUT ADDITIONAL COSTS. 4. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENTEACH OTHER AND ANY MATERIALS OR LABOR CALLED FOR IN ONE SHALLBE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. ANY MATERIAL ORLABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR INTHE SPECIFICATIONS BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETETHE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILARCHARACTER SHALL BE FURNISHED UNDER THIS CONTRACT. 5. ALL MODIFICATIONS REQUIRED FOR SELECTION OF EQUIPMENT WHICH ISNOT THE BASIS OF DESIGN SHALL BE THE RESPONSIBILITY OF THECONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. ANYREDESIGN OF SYSTEMS BASED ON CHANGES FROM BASIS OF DESIGNSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. ALL EXISTING UTILITY AND MECHANICAL SERVICES SHALL BE FIELDVERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BEMADE WITHOUT ADDITIONAL COST TO THE OWNER. E. SHOP DRAWINGS AND SUBMITTALS 1. AS PART OF THE WORK INCLUDED UNDER EACH MECHANICAL SECTIONS,WITHOUT CAUSING ANY DELAY IN WORK, SHOP DRAWINGS ANDSUBMITTALS OF ALL EQUIPMENT AND MATERIAL SHALL BE SUBMITTED FORENGINEER'S REVIEW. 2. SUBMITTAL SHALL INCLUDE WIRING DIAGRAMS, PERFORMANCE CURVESAND DATA SPECIFIC TO THIS PROJECT AND BEAR CONTRACTOR'SAPPROVAL STAMP CERTIFYING THAT HE HAS VERIFIED CONFORMANCE TOTHE CONTRACTUAL DOCUMENTS. 3. THE ENGINEER'S REVIEW OF SHOP DRAWINGS AND SUBMITTALS IS FORCONFORMANCE WITH THE GENERAL DESIGN CONCEPT ANDARRANGEMENT ONLY. COMMENTS, CORRECTIONS OR MARKINGS DO NOTCONSTITUTE WAIVER OF THE CONTRACT DOCUMENTS REQUIREMENTS.DIMENSIONS, QUANTITIES AND COORDINATION ARE THE RESPONSIBILITYOF THE CONTRACTOR. F. CLEANING UP 1. UNLESS OTHERWISE NOTED, ALL EXCESS MATERIALS AND DEBRIS CAUSEDBY THIS WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROMPTLY BE REMOVED FROM THE SITE. ALL FIXTURES AND EQUIPMENTINSTALLED SHALL BE THOROUGHLY CLEANED WEEKLY. ALL MOTORS ANDEQUIPMENT SHALL BE COVERED OR OTHERWISE PROTECTED FROMCONSTRUCTION DUST AND DEBRIS. NO EQUIPMENT, OTHER THAN THOSEDESIGNED TO, SHALL BE EXPOSED TO INCLEMENT WEATHER. G. CUTTING AND PATCHING 1. CUTTING FOR OPENINGS, WHEN NECESSARY, SHALL BE DONE BY THISCONTRACTOR WITH SUCH TOOLS AND METHODS AS TO PREVENTUNNECESSARY DAMAGE TO SURROUNDING AREAS OR EQUIPMENT. 2. FILL SPACE IN ALL AREAS WITH PACKING WHERE REQUIRED TO MAINTAINFIRE RATING. OPENINGS SHALL BE TEMPORARILY FIRE STOPPED UNTILPERMANENT FIRE STOPPING IS DONE. THIS INCLUDES HOLES LEFT DUE TOREMOVAL OF PIPING. 3. PATCHING SHALL MATCH EXISTING SURFACES IN KIND AND FINISH, ANDSHALL BE DONE BY THE GENERAL CONTRACTOR. 4.NO STRUCTURAL MEMBER WILL BE CUT INTO WITHOUT THE EXPRESSEDPERMISSION OF THE OWNER'S REPRESENTATIVE. H.FIRESTOPPING 1. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR FIRESTOPPING AROUNDALL OPENINGS FOR PIPES, DUCTS, CONDUITS ETC., INSTALLED IN FIREWALLS AND SMOKE WALLS. FIRESTOPPING SHALL BE PERFORMED BY ANINSTALLER WHO HAS BEEN TRAINED BY MANUFACTURER, ORMANUFACTURER'S REPRESENTATIVE, IN THE INSTALLATION PROCEDURESBASED ON PUBLISHED UL TESTED FIRE STOP SYSTEMS. 2. FIRESTOPPING SHALL MEET THE REQUIREMENTS OF ASTM E-814 OR UL1479 FIRE TESTS BY RECOGNIZED TESTING AGENCY. FIRESTOPPING SHALLALSO CONFORM BY THE FOLLOWING GOVERNING CODES: CALIFORNIABUILDING CODE, NFPA 101-LIFE SAFETY CODE & NFPA 70-NATIONALELECTRIC CODE. 3. PENETRATIONS 3.1. CLEAN PENETRATION HOLES OF DIRT, LOOSE MATERIALS, ANDFOREIGN MATTER WHICH MAY AFFECT BOND OR INSTALLATION. 3.2. REMOVE COATINGS SUCH AS PAINT, CURING COMPOUNDS, WATERREPELLENT, SEALERS AS REQUIRED. 3.3. INSTALL BACKING MATERIALS TO PREVENT LIQUID MATERIAL LEAKAGE. 4. APPLICATION 4.1. PREPARE AND APPLY PENETRATION SEALING SYSTEMS INACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. 4.2. EMPLOY INSTALLATION TECHNIQUES WHICH WILL ENSURE THATFIRESTOPPING IS DEPOSITED TO FILL AND SEAL HOLES ANDOPENINGS. 4.3. TOOL EXPOSED SURFACES OF APPLIED SEALANT TO SMOOTH FINISH. 4.4. PROTECT MATERIALS FROM DAMAGE ON SURFACES SUBJECTED TOTRAFFIC.4.5. FIRESTOPPING BY DOW CORNING, 3M, HILTI OR METACAULK MAY BEFURNISHED AT THE CONTRACTOR'S OPTION. I. GUARANTEE 1. ALL LABOR AND MATERIALS FURNISHED UNDER THIS CONTACT SHALL BEGUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINALACCEPTANCE BY THE OWNER WHICH WILL COMMENCE UPON THE FINALINSPECTION BY THE ENGINEER. DURING THIS TIME, ALL LEAKS,CORRECTION OF ALL THE FAILURES TO SUCH MATERIAL AND THECORRECTION OF ALL DISCREPANCIES WITH DRAWINGS, CODES, AND THESPECIFICATIONS SHALL BE COMPLETED UNDER THIS CONTRACT AT NOADDITIONAL EXPENSE TO THE OWNER. II.HVAC A. HVAC INSULATION 2. COVER MEDIUM, AND LOW PRESSURE SUPPLY DUCTWORK IN ONLYCONCEALED AREAS AS FOLLOWS: 2.1. ALL DUCTS SHALL BE INSULATED WITH 1 1/2" THICK, 1.5 LB DENSITYBLANKET FLEXIBLE DUCT INSULATION.2.2. SEAL ALL BREAKS AND JOINTS IN VAPOR BARRIER WITH 2-1/2" WIDEPRESSURE SENSITIVE TAPE TO MATCH VAPOR BARRIER FACING.ADHERE WITH FOSTER 85-20 ADHESIVE WHERE NECESSARY. 3. COVER THE TOP OF ALL SUPPLY DIFFUSERS ABOVE CEILINGS WHEN NOT INA RETURN AIR PLENUM. INSULATION TO BE 1 1/2" THICK, 1.5 LB DENSITYFLEXIBLE BLANKET. 4. ALL DUCT INSULATION TO BE CONTINUOUS THROUGH WALLS AND PIPEHANGERS. 5. ALL INSULATION ABOVE SHALL BE BY JOHNS-MANVILLE OR EQUIVALENTTYPE THICKNESS AND CONDUCTIVITY. INSULATION BY OWENS CORNING,KNAUF, OR CERTAINTEED MAY BE FURNISHED AT THE CONTRACTOR'SOPTION. B. HVAC PIPING SYSTEMS 1. CONDENSATE DRAIN PIPING 1.1. PIPING SHALL BE SCHEDULE 40 PVC. SLOPE PIPING A MINUMUM OF 1"IN 30 FEET. PROVIDE TRAP AT EQUIPMENT CONNECTION, SIZED PERMANUFACTURERS REQUIREMENTS. INSULATE. C. LOW PRESSURE DUCTWORK AND ACCESSORIES 1. DUCTWORK AND ACCESSORIES SHALL BE FABRICATED AND INSTALLED INSTRICT ACCORDANCE WITH THE 3" W.G. TABLE (POSITIVE FOR SUPPLY ANDNEGATIVE FOR RETURN AND EXHAUST DUCTS) IN THE LATEST EDITION OFSMACNA EXCEPT AS HEREIN NOTED AND/OR AS DETAILED ON THEDRAWINGS. 2. FIBERGLASS DUCT BOARD SHALL NOT BE UTILIZED. DUCTWORK, PLENUM,ETC. SHALL BE CONSTRUCTED OF SHEET METAL.3. FLEXIBLE CONNECTIONS TO ALL EQUIPMENT SHALL BE MADE WITH 3" WIDEDOUBLE NEOPRENE COATED FLAME RETARDANT FIBER GLASS FLEXIBLE CONNECTION. FLEXIBLE TO HAVE A MINIMUM OF 24-GAUGE, 3" WIDE SHEETMETAL COLLARS PERMANENTLY ATTACHED TO EACH SIDE. 4. CHANGES IN DUCT SIZES SHALL BE MADE BY UNIFORM TAPER SECTIONWITH A MAXIMUM INCLUDED ANGLE OF DIVERGENCE OF 15°. 5. SPLITTER DAMPERS SHALL NOT BE PERMITTED UNLESS SPECIFICALLYNOTED ON THE DRAWING. E. DUCT LINER 1. WHERE DOUBLE-WALL DUCTWORK IS SHOWN ON PLANS, SUPPLY ANDRETURN AIR DUCTS SHALL BE LINED WITH 1" THICK, 1.5 # DENSITY FLEXIBLETHERMAL AND ACOUSTICAL INSULATION. SURFACE FACING AIR STREAMSHALL HAVE FACTORY COATING. ALL EXPOSED LEADING EDGES AT JOINTCONNECTIONS SHALL HAVE NOSING OR ADDITIONAL SEALER APPLIED.ANCHORS AND WASHERS SHALL HAVE NON-CORROSIVE COATING. DUCTINSULATION FASTENERS SHALL BE METAL SPINDLE. SPINDLES SHALL BESPOT WELDED TO DUCTWORK. DOUBLE WALL INSULATION DUCT MAY BEUSED INSTEAD OF LINED DUCTWORK. 2. PROVIDE INSULATION MANUFACTURED BY OWENS-CORNING, KNAUF, ORJOHNS-MANVILLE. F. DOUBLE-WALL RECTANGULAR DUCTS AND FITTINGS 1. RECTANGULAR DUCTS: FABRICATE DUCTS INDICATED DIMENSIONS FORTHE OUTER LINER. 2. OUTER DUCT: COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTIONSTANDARDS - METAL AND FLEXIBLE" BASED ON INDICATEDSTATIC-PRESSURE CLASS UNLESS OTHERWISE INDICATED. 3. TRANSVERSE JOINTS: SELECT JOINT TYPES AND FABRICATE ACCORDINGTO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL ANDFLEXIBLE," FIGURE 2-1, "RECTANGULAR DUCT/ TRANSVERSE JOINTS," FORSTATIC-PRESSURE CLASS, APPLICABLE SEALING REQUIREMENTS,MATERIALS INVOLVED, DUCT SUPPORT INTERVALS, AND OTHERPROVISIONS IN SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE." 4. LONGITUDINAL SEAMS: SELECT SEAM TYPES AND FABRICATE ACCORDINGTO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL ANDFLEXIBLE," FIGURE 2-2, "RECTANGULAR DUCT/ LONGITUDINAL SEAMS," FORSTATIC PRESSURE CLASS, APPLICABLE SEALING REQUIREMENTS,MATERIALS INVOLVED, DUCT SUPPORT INTERVALS, AND OTHERPROVISIONS IN SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE." 5. INTERSTITIAL INSULATION: FLEXIBLE ELASTOMERIC DUCT LINERCOMPLYING WITH ASTM C 534, TYPE II FOR SHEET MATERIALS, AND WITHNFPA 90A OR NFPA 90B. 6. INNER DUCT: MINIMUM 0.028-INCH PERFORATED GALVANIZED SHEET STEELHAVING 3/32-INCH DIAMETER PERFORATIONS, WITH OVERALL OPEN AREAOF 23 PERCENT. 7. FORMED-ON TRANSVERSE JOINTS (FLANGES): SELECT JOINT TYPES ANDFABRICATED ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTIONSTANDARDS - METAL AND FLEXIBLE," FIGURE 2-1, "RECTANGULAR DUCT/TRAVERSE JOINTS," FOR STATIC-PRESSURE CLASS, APPLICABLE SEALINGREQUIREMENTS, MATERIALS INVOLVED, DUCT SUPPORT INTERVALS, ANDOTHER PROVISIONS IN SMACNA'S "HVAC DUCT CONSTRUCTIONSTANDARDS - METAL AND FLEXIBLE." G. ACCESS DOORS 1. ACCESS DOORS SHALL BE INSULATED, AIRTIGHT, "HINGED" AND GASKETEDSTYLE, WITH A MINIMUM OF TWO QUICK ACTION LATCHES. DOOR SHALL BEMOUNTED IN A GALVANIZED STEEL FRAME WITH AN INSIDE "FOLD-OVER"FLANGE FOR DUCT ATTACHMENT. DOOR HEIGHT SHALL BE 24"; WIDTHSHALL BE EQUAL TO THE DUCT WIDTH OR 12" WHICHEVER IS LESS, UNLESSOTHERWISE SHOWN OR NOTED ON DRAWINGS. H. MANUAL BALANCE DAMPERS 1. BASED ON AMERICAN WARMING TYPE VC-2 OPPOSED BLADE WITH HEAVYDUTY MOLDED NYLON BEARINGS, 16 GAUGE GALVANIZED STEEL BLADES(8" MAX. WIDTH), EXTENDED SHAFT AND LINKAGE. 2. BALANCE DAMPERS FOR ROUND DUCTS SHALL BE AMERICAN WARMINGTYPE VC-9 SINGLE BLADE, 22 GAUGE (4" TO 12"), 20 GAUGE (13" TO 18") ANDAND 18 GAUGE (19" TO 24") GALVANIZED STEEL. 3. ALL DAMPERS SHALL BE EQUIPPED WITH LOCKING QUADRANTS. 4. AT THE CONTRACTOR'S OPTION, MANUAL BALANCING DAMPERS SHALL BEMANUFACTURED BY THE CONTRACTOR PER SMACNA STANDARDS.DAMPERS SHALL HAVE LOCKING QUADRANTS ON BOTH SIDES OF THEDUCT. 5.DAMPERS BY RUSKIN, AIR BALANCE, GREENHECK OR VENT PRODUCTS OFTHE SAME TYPE AND MEETING SPECIFIED REQUIREMENTS, MAY BEFURNISHED AT THE CONTRACTOR'S OPTION. J. DIFFUSERS GRILLES, AND REGISTERS 1. REFER TO DRAWINGS FOR BASIS OF DESIGN. 2. AIR DEVICES BY TITUS, PRICE, ANEMOSTAT, KRUEGER, OR TUTTLE-BAILEY,MEETING ALL SPECIFIED REQUIREMENTS MAY BE FURNISHED ATCONTRACTORS OPTION. K. TESTS AND ADJUSTMENTS 1. CONTRACTOR SHALL ARRANGE AND PAY FOR A CERTIFIED (AABC, NEBB,OR TAB) TEST AND AIR BALANCE FOR THE PROJECT, WITHIN TWO WEEKSAFTER COMPLETION OF THE CONSTRUCTION. A CERTIFIED AIR BALANCEREPORT SHALL BE SUBMITTED TO THE OWNER FOR REVIEW ANDAPPROVAL. IN THE EVENT THAT THE OWNER REQUIRED ADJUSTMENTS TOOWNER'S AIR DISTRIBUTION, CONTRACTOR SHALL PAY ALL COSTSRELATED THERE. SPECIFICATIONS - MECHANICAL M 0.1 40 DINING ROOM FOOD PREP. (E) PTHP-189 LBS (E) EF-13.65 LBS (E) 6"Ø 2 1 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 A. REFER SHEET M 0.0 FOR GENERAL INFORMATION. B. REFER SHEET M 0.1 FOR SPECIFICATIONS. KEY NOTESX 1. EXISTING 6"Ø EXHAUST AIR DUCT UP FROM FLOOR BELOWAND TERMINATE THROUGH ROOF WITH WEATHERPROTECTIVE CAP. CONTRACTOR SHALL VERIFY EXISTINGDUCT SIZE, DUCT ROUTING AND DUCT TERMINATIONLOCATION IN THE FIELD. 2. CONTRACTOR SHALL VERIFY THE EXISTING HVAC SYSTEMLOCATION AND ELEVATION IN THE FIELD. FLOOR PLAN - MECHANICAL M 1.0 GENERAL NOTES 1 FLOOR PLAN - MECHANICAL 2' 4'8'0SCALE: 1/4" = 1'-0"N EXISTING EXHAUST FAN SCHEDULE MARK SERVICE TYPE PERFORMANCE V / PH / HZ SONES FLA(AMPS)WEIGHT (LBS)MAKE MODEL NOTESAIR FLOW (CFM) MOTOR (WATT) (E)EF-1 RESTROOM CEILING MOUNTED 50 8.0 120 / 1 / 60 1.0 0.18 3.65 HAMPTON BAY 7114-01 ALL NOTES : 1 PROVIDE EQUIPMENT WITH INTEGRAL STARTER / DISCONNECT. 2 PROVIDE FACTORY MOUNTED SAFETY DISCONNECT SWITCH. 3 PROVIDE WITH FACTORY INSTALLED BACK DRAFT DAMPER. 4 EXHAUST FANS SHALL BE HUMIDISTAT CONTROLLED. EXISTING PACKAGE TERMINAL HEAT PUMP UNIT SCHEDULE MARK LOCATION COOLING COIL DATA EER ELECTRICAL DATA NET WEIGHT(LBS) DIMENSIONS (INCH) MAKE MODEL NOTESSUPPLY AIR FLOW(CFM)TOTAL COOLING CAPACITY(BTU/H)SENSIBLE COOLINGCAPACITY (BTU/H)V / PH / HZ CURRENT(AMP)LENGTH WIDTH HEIGHT (E)PTHP-1 REFER PLANS 400 13500 11475 9.5 208-230 / 1 / 60 7.5 89 20.30 24.20 15.50 ARCTIC KING AKTW14CR52 ALL NOTES : 1 PROVIDE EQUIPMENT WITH INTEGRAL STARTER / DISCONNECT. 2 PROVIDE EQUIPMENT WITH CUSTOM DEEP WALL SLEEVE (PDXWSEXT) FOR WALLS FROM 13-1/4" TO 25-1/2" DEEP. 3 PROVIDE EQUIPMENT WITH ARCHITECTURAL LOUVER (PXSC) WITH COLOR MATCHED TO ARCHITECT. 4 PROVIDE EQUIPMENT WITH CONDENSATE DRAIN KIT (PXDR10). 5 PROVIDE EQUIPMENT WITH WIRELESS THERMOSTAT WITH OCCUPANCY SENSOR (EMWRT2). 41 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 PLUMBING PLAN NOTATIONS 1. PROVIDE NEW DOMESTIC WATER, SANITARY WASTE/VENT AND NATURAL GAS AS INDICATEDON DRAWINGS. PROVIDE ALL NECESSARY COMPONENTS FOR FULLY OPERATIONAL SYSTEM.INSTALL SYSTEMS IN ACCORDANCE WITH STATE REQUIREMENTS AND LOCAL AUTHORITYHAVING JURISDICTION. COORDINATE THE LOCATION OF ALL UTILITY CONNECTION POINTS,FLOOR DRAINS AND HUB DRAINS FOR EQUIPMENT WITH OTHER TRADES. 2. ALL ABOVE FLOOR PENETRATIONS TO BE SEALED WATER TIGHT AND COMPLETELY PACKEDWITH FIRE STOP MATERIAL BY TRADE CONTRACTORS. 3. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO SHOW THEEXACT LOCATIONS OF COMPONENTS, NOR SHOW ALL SYSTEM COMPONENTS. CONTRACTORSHALL PROVIDE ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION,COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES. 4. DRAWINGS ARE NOT TO BE SCALED, DIMENSIONS SHALL GOVERN. CONTRACTOR SHALLVERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE CONCERNING EXISTING ANDNEW WORK BEFORE PROCEEDING WITH EITHER FABRICATION OR INSTALLATION INMECHANICAL AREAS WITH NUMEROUS OBSTRUCTIONS INCLUDING DUCTWORK, EQUIPMENTAND PIPING. THIS WILL REQUIRE ON SITE CUTTING AND VERIFICATION. 5. ANY INFORMATION CONFLICTS BETWEEN THE SPECIFICATIONS AND DRAWINGS SHALL BEBROUGHT TO THE ENGINEERS'S ATTENTION. THE CONTRACTOR(S) SHALL NOT PROCEEDWITH ANY WORK, EXCEPT AT THEIR OWN RISK, UNTIL CLARIFICATIONS OF THE CONFLICTSARE ISSUED TO THE CONTRACTOR(S) BY THE ENGINEER. 6. THE TERM "PROVIDE" SHALL MEAN THE CONTRACTOR SHALL FURNISH, INSTALL ANDCONNECT FOR A COMPLETE AND OPERATIONAL SYSTEM. 7. ALL MATERIAL AND LABOR SHALL BE UNDER WARRANTY FOR ONE YEAR FROM THE DATE OFFINAL ACCEPTANCE BY THE OWNER. ANY NEW DEVICES OR EQUIPMENT FOUND FAULTYSHALL BE REPLACED AS PART OF THE WARRANTY. 8. A SET OF APPROVED DRAWINGS SHALL BE MAINTAINED ON SITE AND ALL FIELD CHANGESSHALL BE RED LINED ON THE DRAWINGS. CONTRACTOR SHALL PREPARE "AS-BUILT"DRAWINGS IN ELECTRONIC (AUTOCAD) FORMAT, REFLECTING ACCURATE FIELD CONDITIONS. 9. ALL PENETRATIONS THROUGH FIRE RESISTANCE RATED CONSTRUCTION SHALL BEPROVIDED A UL LISTED THROUGH PENETRATION FIRESTOP ASSEMBLY. THE RATINGS OF ALLFIRESTOP ASSEMBLIES SHALL BE GREATER THAN OR EQUAL TO THE RATING OF THEPENETRATED BARRIER. 10. CORE DRILL PENETRATIONS IN CONCRETE FLOORS OR WALLS 1-2 INCHES LARGER THAN THEPIPE DIAMETER OF THE PENETRATING PIPE. 11. DUCTWORK, PIPING, MECHANICAL EQUIPMENT AND CEILINGS SHALL NOT BE UTILIZED ASLADDERS, SCAFFOLDING OR WORK PLATFORMS. 12. NO STRUCTURAL MEMBERS SHALL BE CUT, DRILLED, OR BURNED WITHOUT THE KNOWLEDGEAND WRITTEN APPROVAL OF THE OWNER/ ARCHITECT. 13. EQUIPMENT, MATERIALS, INSTALLATION WORKMANSHIP, EXAMINATION AND TESTING SHALLBE IN ACCORDANCE WITH CURRENT PLUMBING CODE. INSTALL PIPING STRAIGHT AND TRUETO BEAR EVENLY ON HANGARS AND SUPPORTS. PIPE SHALL NOT INTERFERE WITH OTHEREQUIPMENT AND CONSTRUCTION. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL CONFLICTS WITH LIGHTINGFIXTURES, DIFFUSERS, GRILLS, DUCTS, STRUCTURAL MEMBERS, MECHANICAL EQUIPMENTAND PIPES. 15. CONTRACTOR SHALL SUBMIT SYSTEM CATALOG PRODUCT DATA SHEETS OF ALLCOMPONENTS PROPOSED FOR USE PRIOR TO INSTALLATION FOR APPROVAL. SHOPDRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 16. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS MENTIONED INDRAWING/SCHEDULE. 17. PIPING SHALL NOT SHARE SUPPORTS WITH OTHER BUILDING SYSTEMS. IN MECHANICALAREAS, PIPING SHALL NOT BE ATTACHED TO THE DUCT WORK. STATIONS SHALL BE USEDWHERE PIPING IS UNABLE TO BE HUNG FROM ABOVE. 18. PIPING IN AREAS WITH FINISHED CEILINGS SHALL BE INSTALLED ABOVE FINISHED CEILINGS. 19. CONTRACTOR SHALL PROVIDE LABELS (WITH FLOW ARROWS) FOR ALL PIPING. 20. PIPING SHALL NOT PASS THROUGH ELECTRICAL ROOMS OR OVER ELECTRICAL PANELS /EQUIPMENT WHICH SERVES OTHER AREAS. COORDINATE THE LOCATION OF ALL PIPINGWITH ELECTRICAL EQUIPMENT AND OTHER TRADES AND ADJUST AS NECESSARY. 21. MAKE REASONABLE AND NECESSARY MODIFICATIONS IN LAYOUTS AND COMPONENTSNEEDED TO PREVENT CONFLICTS WITH WORK OF OTHER TRADES AND TO COORDINATE INACCORDANCE WITH SPECIFICATIONS. 22. MAINTAIN MAXIMUM HEADROOM AT ALL LOCATIONS. ALL PIPING TO BE AS TIGHT TO THEUNDERSIDE OF DECK AS POSSIBLE. ALL EXPOSED PIPING SHALL BE APPROVED BYARCHITECT AND SHALL MAINTAIN REQUIRED CLEARANCES. 23. ALL SANITARY AND VENT PIPE SHALL BE IN SLOPE AS PER CODE REQUIREMENTS. 24. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL FOR PAINTING ONEXPOSED PIPING/INSULATION. 25. SLOPE WASTE LINES AT 2%, 1% SLOPE IS ONLY ALLOWED WITH PRIOR APPROVAL BY LOCALJURISDICTION. PLUMBING NOTES 1. CONTRACTOR SHALL PROV1DE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR ALLREQUIRED CONDUIT AND EQUIPMENT. 2. CONTRACTOR SHALL COMPLY WITH THE SUPPORT AND ANCHORAGE OF EQUIPMENT ASSHOWN ON DRAWINGS. IF THERE IS NO ANCHORAGE DETAIL SHOWN ON THE DRAWINGS,SUBMIT SHOP DRAWINGS IF THE FOLLOWING APPLY: 2.1. EQUIPMENT WITH AN OPERATING WEIGHT OVER 40 POUNDS AND IS MOUNTED DIRECTLYON THE FLOOR OR ROOF. 2.2. EQUIPMENT WITH AN OPERATING WEIGHT OVER 20 POUNDS AND IS SUSPENDED FROMTHE CEILING, STRUCTURE, ROOF, FLOOR, OR WALL OR IS SUPPORTED BY SPRINGISOLATION DEVICES. 2.3. THE CONTRACTOR SHALL SUBMIT THE ANCHORAGE DETAILS AND CALCULATIONS FORITEMS NOT SHOWN ON THE DRAWINGS AND FOR ALL SUBSTITUTED EQUIPMENT THAT ISGREATER IN WEIGHT OR VARIES MORE THAN 10% IN LENGTH. 3. THE CALCULATIONS AND DETAIL SUBMITTALS SHALL BE SEALED AND SIGNED BY ASTRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. THE CALCULATIONSSHALL DEMONSTRATE THE FOLLOWING: 3.1. THE ADEQUACY OF ANCHORAGE UNDER ALL APPLICABLE LOAD CONDITIONSPRESCRIBED BY THE UNIFORM BUILDING CODE. 3.2. THE STRUCTURAL ELEMENTS, WHICH ARE RESISTING THE ANCHORAGE LOADS; SUCH ASCONCRETE FILL ON METAL DECK AND/OR STEEL BEAMS, ARE NOT STRESSED BEYONDITS ACCEPTABLE VALUE. 4. FOR ALL VIBRATION ISOLATORS AND THEIR ANCHORAGES, THE CONTRACTOR SHILL PROVIDECALCULATIONS, DETAILS AND TEST DATA TO SUBSTANTIATE THE ISOLATOR'S CAPACITY FORVERTICAL AND LATERAL LOADS. CALCULATIONS MUST ALSO BE SUBMITTED TOSUBSTANTIATE THE SIZE, QUANTITY, LOCATION AND CONNECTION TO STRUCTURE. THEDRAWINGS MUST BE MADE CONSISTENT WITH THE CALCULATIONS. THE MANUFACTURER,EQUIPMENT AND STRUCTURAL ATTACHMENT PROCEDURE MUST BE CLEARLY SPECIFIED.ISOLATORS WHICH SUPPORT A COMPONENT INSIDE THE ACTUAL UNIT WILL NOT BEREVIEWED. 5. WHERE CONCRETE AND MASONRY EXPANSION OR ADHESIVE TYPE ANCHORS ARE USED,THE ANCHORAGE DETAILS AND CALCULATIONS SHALL INDICATE THE MANUFACTURER, ICBOREPORT NO., TYPE, DIAMETER, MINIMUM EMBEDMENT, CONCRETE TYPE AND STRENGTH. 6. WHEN INSTALLING DRILLED-IN ANCHORS IN EXISTING NON-PRESTRESSED REINFORCEDCONCRETE, USE CARE AND CAUTION TO AVOID CUTTING DR DAMAGING THE EXISTINGREINFORCING BARS. LOCATE REINFORCEMENT BY USING A NON-DESTRUCTIVE METHODPRIOR TO INSTILLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THEREINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN. 7. NO POWER DRIVEN FASTENERS AND/OR SHOT PINS ARE ALLOWED FOR HANGINGEQUIPMENT, DUCTWORK AND PIPING SYSTEMS. 8. ALL EXPANSION ANCHORS SHALL HAVE 50% OF THE BOLTS TESTED. IF ANY ANCHOR FAILSTESTING, TEST ALL ANCHORS OF THE CATEGORY NOT PREV10USLY TESTED UNTIL 20CONSEQUENT PASS, THEN RESUME THE MINIMAL TESTING FREQUENCY. TESTING SHALLOCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF THE SUBJECT ANCHORS, INACCORDANCE WITH IR19-1. 9. FOR ANCHORAGE USE RED HEAD THRU BOLTS ICC ESR-2427 OR HILTI KWIK BOLT 3 WEDGEANCHORS ICC ESR-1385. 10. THE SEISMIC ANCHORAGE OF PLUMBING EQUIPMENT SHALL CONFORM TO 2022 CBCSECTIONS 1615A.1.21 AND 1616A.1.22. SEISMIC NOTES ABS - ACRYLONITRILE - BUTADIENE - STYRENEABV - ABOVEACC - ACCESSIBLEAFF - ABOVE FINISH FLOORAFG - ABOVE FINISHED GRADEAHU - AIR HANDLING UNITAP - ACCESS PANELBAD - BYPASS DAMPERBEL - BELOWBEH - BEHINDCD - CONDENSATE DRAINCFM - CUBIC FEET PER MINUTEC.I. - CAST IRONCLG - CEILINGC.O. - CONDUIT ONLY.CON - CONNECT/CONNECTIONCONT- CONTINUATIONCB - CIRCUIT BREAKER.CKT - CIRCUIT.CU. - COPPER.CW - COLD WATER DA - DISABLED ACCESSDF - DRINKING FOUNTAINDN - DOWNDOAS- DEDICATED OUTDOOR AIR SYSTEMD.A. - DISTRIBUTION PANEL.EC - ELECTRICAL CONTRACTORECC - ENVIRONMENTAL CONTROL CONTRACTOREM - EMERGENCY.EMCS - ENERGY MANAGEMENT CONTROL SYSTEMEF - EXHAUST FAN(E) - EXISTING.(ER) - EXISTING DEVICE TO BE REPLACEDFA - FIRE ALARM.FCU - FAN COIL UNITFLR - FLOORFD - FLOOR DRAINFU - FIXTURE UNITFV - FLUSH VALVEF.H.C.- FIRE HOSE CABINETGND - GROUND.GRD - GRADEGPM - GALLONS PER MINUTE ABBREVIATIONS HDR - HEADERH.B. - HOSE BIBBHP - HORSEPOWER RATING.HRW - HEAT RECOVERY WHEELHW - HOT WATERHWR - HOT WATER RETURNJ-BOX - JUNCTION BOX.KA - KILO AMPERES.KW - KILOWATT.KVA - KILO-VOLT AMPS.LAN - LOCAL AREA NETWORKLTG - LIGHTING.LCL - LONG CONTINUOUS LOADL.O. - LUGS ONLY.LV - LOW VOLTAGE.MH - MOUNTING HEIGHT (TO BOTTOM OF FIXTURE)MC - MOMENTARY CONTACT ACTION.MTD - MOUNTED(N) - NEWN.C. - NORMALLY CLOSEDNEC - NATIONAL ELECTRICAL CODE.NG - NATURAL GASNL - NIGHT LIGHT.NIC - NOT IN CONTRACTNTS - NOT TO SCALE.OFCI - OWNER FURNISHED CONTRACTOR INSTALLEDPNL - PANEL BOARDRA - RETURN AIRSA - SUPPLY AIR.SAN - SANITARYSSS - SATIN STAINLESS STEEL.TEL - TELEPHONETL - TWIST-LOCK CONSTRUCTIONTTB - TELEPHONE TERMINAL BOARD.TYP - TYPICAL.UON - UNLESS OTHERWISE NOTED.V - VOLTS.VTR - VENT THROUGH ROOFW.P - WEATHERPROOF CONSTRUCTION.WT - WEATHER TIGHT CONSTRUCTION. P 0.0 - GENERAL NOTES, LEGENDS AND ABBREVIATIONS P 0.1 - SPECIFICATIONS - PLUMBING P 1.0 - FLOOR PLAN - PLUMBING P 5.0 - DETAILS - PLUMBING P 6.0 - SCHEDULES - PLUMBING P 7.1 - ISOMETRIC - PLUMBING P 9.0 - TITLE 24 - PLUMBING PLUMBING SHEET LIST POINT TO NEW CONNECTION POINT TO DEMOLITION EQUIPMENT MARK AND NUMBER,SEE SCHEDULE EXISTING TO REMAIN (E) WH-1 TITLE 24 C.C.R., PART1 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE.TITLE 24 C.C.R., PART2 2022 CALIFORNIA BUILDING CODE (CBC)TITLE 24 C.C.R., PART3 2022 CALIFORNIA ELECTRICAL CODE (CEC)TITLE 24 C.C.R., PART4 2022 CALIFORNIA MECHANICAL CODE (CMC)TITLE 24 C.C.R., PART5 2022 CALIFORNIA PLUMBING CODE (CPC)TITLE 24 C.C.R., PART6 2022 CALIFORNIA ENERGY CODETITLE 24 C.C.R., PART7 (NO LONGER PUBLISHED IN TITLE 24. SEE TITLE 8, CCR)TITLE 24 C.C.R., PART8 2022 CALIFORNIA HISTORICAL BUILDING CODETITLE 24 C.C.R., PART9 2022 CALIFORNIA FIRE CODE (CFC)TITLE 24 C.C.R., PART10 2022 CALIFORNIA EXISTING BUILDING CODETITLE 24 C.C.R., PART11 2022 CALIFORNIA GREEN BUILDING STANDARDS CODETITLE 24 C.C.R., PART12 2022 CALIFORNIA REFERENCED STANDARDS CODETITLE 19, C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. MOST RECENTLY ACCEPTED VERSIONS OF THE FOLLOWING CODES AND STANDARDS: NFPA 70 NATIONAL ELECTRICAL CODE NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODENFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES NFPA 101 LIFE SAFETY CODEUL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION UL 464 AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS IEEE 3003.2 RECOMMENDED PRACTICE FOR EQUIPMENT GROUNDING & BONDING &INDUSTRIAL & COMMERCIAL POWER SYSTEMS IEEE 3001.5 RECOMMENDED PRACTICE FOR THE APPLICATION OF POWER DISTRIBUTIONAPPARATUS IN INDUSTRIAL & COMMERCIAL POWER SYSTEMS NECA 1 STD PRACTICE OF GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTIONNATIONAL ELECTRICAL SAFETY CODE (NESC) CALIFORNIA CODES AND STANDARDS GENERAL NOTES,LEGENDS &ABBREVIATION P 0.0 (E) (D) HW CW HWR SAN V ST G (A) SS EXISTING TO REMAIN EXISTING TO BE DEMOLISHED DOMESTIC HOT WATER DOMESTIC COLD WATER DOMESTIC HOT WATER RETURN SANITARY VENT STORM NATURAL GAS EXISTING ABANDONED SECONDARY STORM GWGREEN WASTE PIPING FITTINGS & VALVES SYMBOLS PLUMBING SYMBOL LIST FCO CO DROP RISE TEE CAP FLOW ARROW PUMP BUTTERFLY VALVE BALL VALVE CHECK VALVE BALANCE VALVE STRAINER UNION TEMPERATURE & PRESSURE RELIEF VALVE THERMOMETER METER PIPE SLEEVE PRESSURE REDUCING VALVE PRESSURE/TEMPERATURE TEST PLUG GLOBE VALVE PLUG VALVE SOLENOID VALVE GAS PRESSURE REGULATOR OUTSIDE STEM & YOKE VALVE REDUCED PRESSURE BACKFLOW PREVENTER WATER HAMMER ARRESTOR PRESSURE GAUGE WITH STOPCOCK AQUASTAT WALL HYDRANT OR HOSE BIBB CLEANOUT CLEANOUT AT FLOOR OR AT GRADE FLOOR OR AREA DRAIN ROOF DRAIN A A M S GAS SHUTOFF VALVE SEISMIC SHUTOFF VALVE 42 ELECTRICAL SYMBOL LIST DUPLEX RECEPTACLE, # INDICATES CIRCUIT CONTROLLED DUPLEX RECEPTACLE SIMPLEX RECEPTACLE QUADPLEX RECEPTACLE, # INDICATES CIRCUIT ABOVE COUNTER QUADPLEX RECEPTACLE, MOUNT AT +44"AFF HEAVY DUTY DISCONNECT SWITCH DUAL TECH WALL MOUNTED OCCUPANCY SENSOR TOGGLE SWITCH 3-WAY TOGGLE SWITCH # # AC OS 3 FLOOR MOUNTED DUPLEX RECEPTACLE (FLUSH MOUNTED) JUNCTION BOX CEILING MOUNTED OCCUPANCY SENSOR J DIMMER SWITCH SPECIAL RECEPTACLE 3/4"C STUB UP TO ABOVE ACCESSIBLE CEILING WITH END BUSHING APPLICABLE CODE DC SECURITY DOOR CONTACT (PREPARE DOOR, ROUGH-IN ONLY UP CONDUIT CONCEALED IN WALL/ABOVE THE CEILING CONDUIT IN CONCRETE SLAB/UNDERGROUND PHONE OUTLET UNIVERSAL MOUNTED (CEILING/WALL) EXIT SIGN WITH CHEVRONS SINGLE POLE DISCONNECT SWITCH TOGGLE STYLEJ MOTOR WITH MOTOR RATED DISCONNECT SWITCH. CEILING MOUNTED DUPLEX RECEPTACLECLG TO ABOVE ACCESSIBLE CEILING) TELEVISION SYSTEMS POWER PULL CARD READER FLOOR MOUNTED QUADRUPLEX RECEPTACLE (FLUSH MOUNTED) FLOOR MOUNTED DATA RECEPTACLE (FLUSH MOUNTED) ABOVE COUNTER DUPLEX RECEPTACLE, MOUNT AT +40"AFFUNLESS NOTED OTHERWISE DATA OUTLET WITH AUTO-ON/AUTO-OFF FUNCTION UNLESS NOTED OTHERWISE CEILING MOUNTED SPEAKER DUAL TECH WALL MOUNTED OCCUPANCY SENSOR VS WITH MANUAL-ON/AUTO-OFF FUNCTION OVERRIDE SWITCH FOR CEILING OCCUPANCYOVSENSORS WIRELESS ACCESS POINTW E 0.0 - GENERAL INFORMATION - ELECTRICAL E 0.1 - SPECIFICATIONS - ELECTRICAL E 1.0 - FLOOR PLAN - ELECTRICAL E 7.0 - ONE LINE DIAGRAM , DETAILS & SCHEDULE-ELECTRICAL  CEILING MOUNTED PHOTOCELL PC AUDIO/VISUAL RECEPTACLE USB RECEPTACLEU WEATHERPROOF DUPLEX RECEPTACLEWP SECURITY CAMERA PROVIDED BY OWNER. EC TO PROVIDE CAT6 CABLINGAND ROUGH-IN. GENERAL NOTES 1. THIS INSTALLATION SHALL BE IN COMPLIANCE WITH CEC 2022, IBC 2020, IECC2018, NFPA72, AND LOCAL AMENDMENTS. 2. BEFORE COMMENCING WORK THE CONTRACTOR SHALL VISIT THE JOB SITE ANDFULLY INFORM HIMSELF OF ALL CONDITIONS THAT AFFECT THE WORK, EXAMINETHE DRAWINGS AND SPECIFICATIONS, AND SUBMIT ANY QUESTIONS IN WRITINGTO THE ENGINEER. 3. ALL ELECTRICAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THEPROJECT SPECIFICATIONS AND ALL OTHER DRAWINGS RELATED TO THEPERFORMANCE OF THE WORK. 4. THE CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THIS WORK SHALLBECOME THOROUGHLY FAMILIAR WITH THE PROJECT SPECIFICATIONS BEFORECOMMENCING ANY WORK. THE PROJECT SPECIFICATIONS AND DRAWINGS FORMTHE BASIS OF THIS CONTRACT REQUIREMENTS AND INCLUDE THE TYPE ANDGRADE OF MATERIALS TO BE INSTALLED, EQUIPMENT TO BE FURNISHED, THEMANNER BY WHICH TO BE INSTALLED AND WHERE TO BE LOCATED. IN THEEVENT OF A CONFLICT BETWEEN THE PROJECT SPECIFICATIONS ANDDRAWINGS, SPECIFICATIONS GOVERN UNLESS THE ARCHITECT/ENGINEERDIRECTS OTHERWISE. 5. THE ELECTRICAL CONTRACTOR SHALL CHECK CAREFULLY ALL CONSTRUCTIONDRAWINGS AND SPECIFICATIONS THAT ARE PART OF THIS PROJECT TO ENSURETHAT NO FIXTURE, OUTLET, ALARM STATION OR CONTROL AND POWER WIRINGIS OMITTED. HE SHALL CONSULT ALL TRADES FURNISHING EQUIPMENT ANDOBTAIN FROM THEM ALL DATA. IN SOME CASES EQUIPMENT, FIXTURES ANDDEVICES ARE SHOWN ONLY. ASCERTAIN AND PROVIDE THE WIRING ANDCONTROL STATIONS REQUIRED FOR THE PROPER FUNCTION OF BUILDINGEQUIPMENT. NO EXTRA CHARGES SHALL BE ACCEPTED BY OWNER AFTERBIDDING FOR SUCH EQUIPMENT AND LABOR. 6. EQUIPMENT LABELS AND INSTRUCTIONS REGARDING THE APPLICATION ANDINSTALLATION OF THE LISTED EQUIPMENT SHALL BE FOLLOWED TO INSURETHAT THE EQUIPMENT IS BEING INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S LISTING INSTRUCTIONS. THE TEMPERATURE RATING OF THEEQUIPMENT TERMINATIONS MUST BE CAREFULLY CORRELATED WITH THECONDUCTOR AMPACITY TO PREVENT OVERHEATING AND PREMATURE FAILURE. 7.INSTALL ELECTRICAL DEVICES AS INDICATED IN THIS SET OF DRAWINGS. ADJUST FINAL DEVICELOCATIONS AS REQUIRED TO ACCOMMODATE WORK. COORDINATE WITH ALL TRADES INVOLVEDAND WITH ARCHITECTURAL CASEWORK AND ELEVATIONS DRAWINGS. NOTIFY THE ENGINEERAND/OR THE ARCHITECT IF ANY CONFLICTS ARE FOUND PRIOR TO BIDDING PROJECT. INSTALLCONDUIT AND BOXES TO CLEAR EMBEDDED DUCTS, OPENINGS AND OTHER STRUCTURALFEATURES. 8. ALL LIGHTING FIXTURES ARE TO BE LOCATED AS REQUIRED ON THE JOB TOCLEAR DUCTS, PIPING, EQUIPMENT, AND/OR MECHANICAL UNITS. 9. CONDUIT RUNS SHOWN ON DRAWINGS ARE DIAGRAMMATIC. ALL CONDUITSSHALL RUN CONCEALED, EXCEPT IN EQUIPMENT ROOMS AND WHEREAPPROVED BY ARCHITECT. 10. FURNISH AND INSTALL EQUIPMENT DISCONNECT SWITCHES IN STRICTCOMPLIANCE WITH CODE REQUIREMENTS. 11. ADJACENT POWER AND DATA DEVICES SHALL BE SPACED NO MORE THAN 4"APART. PROVIDE JUNCTION BOX MOUNTING BRACKET BETWEEN STUDS ASNEEDED. 12. ALL RECEPTACLES, TELEPHONE, AND DATA OUTLETS SHALL BE MOUNTED PERMOUNTING HEIGHT LEGEND OR TO MATCH BUILDING STANDARD, UNLESSOTHERWISE NOTED. 13. ALL WALL MOUNTED FIRE ALARM NOTIFICATION DEVICES SHALL BE MOUNTEDAT 80" AFF IN ACCORDANCE WITH ADA. 14. DETERMINE, IN ADVANCE OF PURCHASE, THAT ALL ELECTRICAL MATERIALS ANDEQUIPMENT TO BE INSTALLED SHALL FIT INTO THE ROOM OR SPACEALLOCATED, AS INDICATED ON THE DRAWINGS, ALLOWING SUFFICIENTCLEARANCE FOR THE SAFE SERVICE AND/OR MAINTENANCE OF RELATEDEQUIPMENT, INCLUDING THAT OF OTHER TRADES. 15. EC TO PROVIDE TELEPHONE AND DATA SYSTEM CABLING, JACKS, AND PATCHPANELS FOR ALL TELEPHONE AND DATA LOCATIONS AS A TESTED ANDWARRANTIED SYSTEM FOR AT LEAST 1 YEAR ON PARTS AND LABOR. 16. ALL CIRCUITS SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTORINSTALLED. COLOR OF GROUNDING CONDUCTOR SHALL BE GREEN. SIZE OFGROUNDING CONDUCTOR SHALL BE AS REQUIRED PER CEC ARTICLE 250.122. 17. ALL BRANCH CIRCUITS SHALL HAVE A DEDICATED NEUTRAL CONDUCTORINSTALLED UNLESS OTHERWISE INDICATED. COLOR OF NEUTRAL CONDUCTORSHALL BE WHITE. 18. ALL CONDUCTOR SHALL BE MADE OF COPPER. MINIMUM WIRE SIZE SHALL BE#12AWG UNLESS OTHERWISE INDICATED. UTILIZE SOLID CONDUCTORS FORWIRE GAGES UP TO #12AWG AND STRANDED CONDUCTOR FOR GAGES #10AWGAND LARGER. 19. SPECIAL RECEPTACLES PLUG CONFIGURATION REQUIREMENTS SHALL BECOORDINATED WITH EQUIPMENT PLUG REQUIREMENTS PRIOR TOINSTALLATION. 20. ALL FEEDER AND BRANCH CIRCUIT WIRING INSTALLED INDOORS SHALL USETHHN INSULATION. ALL WIRING INSTALLED OUTDOORS SHALL USE THWNINSULATION. REFER TO SPECIFICATION DOCUMENTS FOR COLOR CODEDREQUIREMENTS. 21. ALL POWER WIRING SHALL BE INSTALLED IN A DEDICATED RACEWAY SYSTEM.MINIMUM RACEWAY SIZE SHALL BE 3/4"C UNLESS OTHERWISE INDICATED.CONTRACTOR SHALL SIZE ALL CONDUITS SO AS TO NOT EXCEED 40% OFCONDUIT FILLING CAPACITY PER CEC. 22. ALL PULL BOXES AND JUNCTION BOXES SHALL BE SIZED PER CEC. BASED ONTHE AMOUNT OF CABLE AND CONDUITS ENTERING/LEAVING THE BOX. 23. ALL CIRCUITS SERVING EMERGENCY EXIT SIGNS AND NIGHT LIGHTS SHALLUTILIZE #10 WIRE TO MINIMIZED VOLTAGE DROP. 24. ALL BREAKERS SERVING FIRE ALARM EQUIPMENT SHALL HAVE LOCK-OUTDEVICE INSTALLED UNLESS OTHERWISE INDICATED. 25. AUXILIARY GUTTERS UTILIZING MORE THAN 30 CURRENT CARRYINGCONDUCTORS SHALL BE DERATED ACCORDING TO THE ADJUSTMENT FACTORSIN ARTICLE 310.15(B)(2)(a). GENERAL NOTES (CONTINUE) 25. SWITCHBOARD, DISTRIBUTION PANELS AND BRANCH CIRCUIT PANELBOARDS,SHALL HAVE A PANEL DIRECTORY INSTALLED. UTILIZE TYPE WRITER AS AMINIMUM FOR COMPLIANCE. HAND WRITTEN CARD DIRECTORIES ARE NOTACCEPTABLE. REFER TO SPECIFICATIONS, ELECTRICAL IDENTIFICATION FORREQUIREMENTS. 26. ALL FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT SHALL BEDONE WITH LIQUID TIGHT FLEXIBLE METAL CONDUIT. INSTALL GREENGROUNDING CONDUCTOR. 27. ALL FINAL BREAKERS AND CONDUCTORS SIZES SERVING MECHANICALEQUIPMENT SHALL BE COORDINATED WITH MECHANICAL SHOP DRAWINGSPRIOR TO INSTALLATION. E.C. SHALL COORDINATE WITH HVAC CONTRACTOREXACT POINT OF CONNECTION TO MECHANICAL UNITS PRIOR TO ROUGH-IN. 28. SWITCHBOARDS, DISTRIBUTION PANELS, BRANCH PANELBOARDS, TRANSFERSWITCHES, METERS, ETC SHALL BE LABEL WITH A READILY VISIBLE LABEL PERNFPA 70E-2009 STANDARD FOR SAFETY IN THE WORKPLACE, LABEL SHALL BECLEARLY VISIBLE TO PERSONNEL AND SHALL READ "CAUTION ARC FLASHHAZARD" ALSO LABELS SHALL INDICATE THE "PPE" LABEL AT EQUIPMENT. SIZEAND COLOR OF TEXT SHALL BE PER STANDARD. REFER TO SPECIFICATIONS,ELECTRICAL IDENTIFICATION FOR REQUIREMENTS. 29. ALL EQUIPMENT INSTALLED OUTSIDE SHALL BE WEATHER PROOF RATED.REFER TO DRAWINGS FOR ADDITIONAL INFORMATION. 30. INSTALL CONDUIT FROM THE TOP OF THE BAR JOIST. 31. LABEL ALL J-BOXES COVER PLATES, RECEPTACLES COVER PLATES WITHCIRCUIT INFORMATION. 32. E.C. SHALL FURNISH AND INSTALL J-BOX AND 3/4"C FOR MECHANICALTHERMOSTAT. COORDINATE FINAL LOCATION WITH MECHANICAL CONTRACTORPRIOR TO ROUHG-IN. 33. ALL MOUNTING HEIGHTS OF DEVICES SHALL BE COORDINATED WITHARCHITECTURAL ELEVATIONS OR ARCHITECT PRIOR TO ROUGH-IN. 34. DO NOT INSTALL DEVICES IN DIFFERENT ROOMS BACK TO BACK. PROVIDE 6"SIDE BY SIDE IN BETWEEN. 35. REFER TO ARCHITECTURAL CASEWORK DRAWINGS AND ARCHITECTURALELEVATIONS FOR EXACT DEVICES MOUNTING HEIGHTS. 36. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIATITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT ISTHE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TOENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTSPRIOR TO REQUESTING INSPECTION. DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTER TITLE 24 C.C.R., PART1 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE.TITLE 24 C.C.R., PART2 2019 CALIFORNIA BUILDING CODE (CBC)TITLE 24 C.C.R., PART3 2019 CALIFORNIA ELECTRICAL CODE (CEC)TITLE 24 C.C.R., PART4 2019 CALIFORNIA MECHANICAL CODE (CMC)TITLE 24 C.C.R., PART5 2019 CALIFORNIA PLUMBING CODE (CPC)TITLE 24 C.C.R., PART6 2019 CALIFORNIA ENERGY CODETITLE 24 C.C.R., PART7 (NO LONGER PUBLISHED IN TITLE 24. SEE TITLE 8, CCR)TITLE 24 C.C.R., PART8 2019 CALIFORNIA HISTORICAL BUILDING CODETITLE 24 C.C.R., PART9 2019 CALIFORNIA FIRE CODE (CFC)TITLE 24 C.C.R., PART10 2019 CALIFORNIA EXISTING BUILDING CODETITLE 24 C.C.R., PART11 2019 CALIFORNIA GREEN BUILDING STANDARDS CODETITLE 24 C.C.R., PART12 2019 CALIFORNIA REFERENCED STANDARDS CODETITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.NFPA 70 NATIONAL ELECTRICAL CODENFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODENFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVE NFPA 101 LIFE SAFETY CODE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES WEATHER INDICATES HERE IN OR NOT. ABS - ACRYLONITRILE - BUTADIENE - STYRENEABV - ABOVEACC - ACCESSIBLEAFF - ABOVE FINISH FLOORAFG - ABOVE FINISHED GRADEAHU - AIR HANDLING UNITAP - ACCESS PANELBAD - BYPASS DAMPERBEL - BELOWBEH - BEHINDCD - CONDENSATE DRAINCFM - CUBIC FEET PER MINUTEC.I. - CAST IRONCLG - CEILINGC.O. - CONDUIT ONLY.CON - CONNECT/CONNECTIONCONT- CONTINUATIONCB - CIRCUIT BREAKER.CKT - CIRCUIT.CU. - COPPER.DA - DISABLED ACCESSDF - DRINKING FOUNTAINDN - DOWNDOAS- DEDICATED OUTDOOR AIR SYSTEMD.A. - DISTRIBUTION PANEL.EC - ELECTRICAL CONTRACTORECC - ENVIRONMENAL CONTROL CONTRACTOREM - EMERGENCY.EMCS- ENERGY MANAGEMENT CONTROL SYSTEMEF - EXHAUST FAN (E) - EXISTING(ER) - EXISTING DEVICE TO BE REPLACEDFA - FIRE ALARM.FCU - FAN COIL UNITFLR - FLOORFD - FLOOR DRAINFU - FIXTURE UNITFV - FLUSH VALVEF.H.C.- FIRE HOSE CABINETGC - GENERAL CONTRACTORGND - GROUND.GRD - GRADEGPM - GALLONS PER MINUTEHDR - HEADERH.B. - HOSE BIBBHP - HORSEPOWER RATING.HRW - HEAT RECOVERY WHEELJ-BOX - JUNCTION BOX.KA - KILO AMPERES.KW - KILOWATT.KVA - KILO-VOLT AMPS.LAN - LOCAL AREA NETWORKLTG - LIGHTING.LCL - LONG CONTINUOUS LOADL.O. - LUGS ONLY.LV - LOW VOLTAGE.MH - MOUNTING HEIGHT (TO BOTTOM OF FIXTURE)MC - MOMENTARY CONTACT ACTION.MTD - MOUNTED(N) - NEWN.C. - NORMALLY CLOSED NEC - NATIONAL ELECTRICAL CODE.NL - NIGHT LIGHT.NIC - NOT IN CONTRACTNTS - NOT TO SCALE.OFCI - OWNER FURNISHED CONTRACTOR INSTALLEDPNL - PANEL BOARDRA - RETURN AIRSA - SUPPLY AIR.SSS - SATIN STAINLESS STEEL.SPD - SUB DISTRIBUTION PANELTEL - TELEPHONETL - TWIST-LOCK CONSTRUCTIONTTB - TELEPHONE TERMINAL BOARD.TYP - TYPICAL.UON - UNLESS OTHERWISE NOTED.V - VOLTS.VTR - VENT THROUGH ROOFW.P - WEATHERPROOF CONSTRUCTION.WT - WEATHERTIGHT CONSTRUCTION. ABBREVIATIONS POWER GENERAL NOTES A. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FORMECHANICAL AND PLUMBING EQUIPMENT WITH ASSOCIATED CONTRACTOR.WHERE A SERVICE DISCONNECT, STARTER, AND/OR VFD IS NOT SHOWN IT IS TOBE PROVIDED WITH THE EQUIPMENT. COORDINATE EXACT PLACEMENT OFEQUIPMENT PRIOR TO ROUGH-IN. B. COORDINATE DEVICE LOCATIONS WITH ARCHITECTURAL ELEVATIONS PRIOR TOROUGH-IN. C. MINIMUM WIRE SIZE IS #12 COPPER. MINIMUM CONDUIT SIZE IS 3/4". BRANCHCIRCUITS SHALL INCLUDE #12 CONDUCTORS FOR EACH PHASE, #12 DEDICATEDNEUTRAL, AND #12 GROUND IN A 3/4" CONDUIT UNLESS OTHERWISE NOTED. D. EC SHALL COORDINATE EXACT PLACEMENT OF DEVICES SPECIFICALLY SHOWNTO SERVICE AN APPLIANCE OR WORKSTATION. REFER TO ARCHITECTURALFURNITURE PLANS AND ELEVATIONS AND NOTIFY THE ENGINEER VIA RFI EXACTDEVICE LOCATION IS NOT CLEAR. E. ENSURE INSTALLATION AND MAINTENANCE ACCESS PANELS FOR EQUIPMENTAND DEVICES LOCATED IN INACCESSIBLE WALL OR CEILING CAVITIES.NON-FIRE-RATED CONSTRUCTION SHALL BE LARSEN'S MODEL L-SLK "SHUR-LOK"AUTOMATIC SPRING-BOLT LOCK ACCESS DOOR. 1-HR FIRE-RATED SHALL BELARSEN'S MODEL L-FR-CL FIRE RATED ACCESS DOOR, WITH CYLINDER LOCK. LIGHTING GENERAL NOTES A. CONNECT EMERGENCY LIGHTS (SHADED AND/OR HALF SHADED) AND EXIT SIGNSTO LOCAL LIGHTING CIRCUIT AHEAD OF LOCAL SWITCHING. B. OCCUPANCY SENSORS SHALL BE WIRED UPSTREAM OF LOCAL SWITCHINGUNLESS NOTED OTHERWISE. THE IR PART OF SENSOR SHALL TURN ON THELIGHTS AND THE ULTRASONIC PART SHALL MAINTAIN LIGHTING CONTROL OF THESPACE. PROVIDE APPROPRIATE LOCATION AND QUANTITY OF OCCUPANCYSENSORS AND POWER PACKS REQUIRED FOR PROPER OPERATION REGARDLESSOF QUANTITIES AND LOCATIONS SHOWN ON DRAWINGS (MINIMUM QUANTITIESSHOWN). ALL SENSORS IN A ROOM / AREA SHALL OPERATE PARALLEL.CONTRACTOR SHALL INCLUDE THE COST TO INSTALL (4) ADDITIONAL OCCUPANCYSENSORS AND (4) ADDITIONAL POWER PACKS. MATERIAL SHALL BE TURNED OVERTO THE OWNER AS SPARE PARTS IF UNUSED. C. PROVIDE POWER PACKS FOR CONTROLLED RECEPTACLES (1 POWER PACK PERCIRCUIT), SEE FLOOR PLANS FOR MORE INFORMATION. D. ALL COMMON CORRIDOR LIGHTING ON EACH FLOOR SHALL BE CONTROLLED ASONE ZONE VIA OCCUPANCY SENSORS. CORRIDOR LIGHTING SHALL HAVE 2 LEVELSOF AUTOMATED DIMMING, 50% AFTER 30 MINS OF NO OCCUPANCY AND TURN OFFAFTER 1 HOUR OF NO OCCUPANCY. E. PROVIDE PROGRAMMING AND TRAINING FOR ALL LIGHTING CONTROL. SYSTEMS ROUGH-IN GENERAL NOTES A. ALL AUDIOVISUAL AND VOICE / DATA OUTLET ROUGH-INS SHALL BE INSTALLEDWITHIN 12" OF A POWER OUTLET. EXTEND 1" (MIN.) CONDUIT TO ACCESSIBLECEILING. B. PROVIDE PULL WIRE IN ALL EMPTY CONDUITS. C. CABLE TRAY AND CONDUIT SIZE AND QUANTITIES ARE MINIMUM REQUIREMENTS.DO NOT EXCEED A FILL RATIO OF 40% FILL, PROVIDE ADDITIONAL WIREMANAGEMENT CAPACITY AS REQUIRED. D. ALL DEVICES MOUNTED OUTDOORS SHALL BE RATED FOR OUTDOOR. E. DO NOT EXCEED 100' OR TWO 90 DEGREE TURNS WITHOUT AN ACCESSIBLE PULLBOX. ADDITIONAL NOTES FOR GC A. IT IS THE RESPONSIBILITY OF THE GC TO FIELD VERIFY EXISTING CONDITIONSDURING THE BID PROCESS AND COORDINATE THE SCOPE OF THE WORK WITH THELANDLORD. B. GC SHALL REVIEW ALL ELECTRICAL SPECIFICATIONS AND EQUIPMENT SHEETSFOR REQUIRED ELECTRICAL NEEDS. PRIOR TO CONSTRUCTION, CONSULTDESIGNER AND TENANT FOR POSSIBLE SUB PANEL MAY BE NEEDED. C. GC SHALL OBTAIN AND VERIFY ELECTRICAL LOADS OF WATER HEATER AND ROOFTOP UNIT(S) DURING THE BID PROCESS. D. GC TO OBTAIN SHOP DRAWINGS OF WALK-IN COOLER AND/OR FREEZER ANDCONFIRM ELECTRICAL REQUIREMENTS. LCP LIGHTING CONTROL PANEL EQUIPMENT MOUNTED CONTROL SWITCHm c DATA/PHONE OUTLET D GFI NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 GENERALINFORMATION -ELECTRICAL E 0.0 43 PHASE B OR L2 - ORANGE PHASE C OR L3 - YELLOW GROUND - GREEN PHASE A OR L1 - BROWN 277/480 VOLT SYSTEM NEUTRAL - GRAY 6. FIRE STOPPING ALL PENETRATIONS IN WALL, FLOOR OR CEILINGS SHALL BE SUITABLY CLOSED UP AND SEALED WITH ANINTUMESCENT FIRE STOPPING COMPOUND LISTED IN THE MOST RECENT FACTORY MUTUAL RESEARCHCORPORATION (FMRC) APPROVAL GUIDE. FIRE STOPPING PRODUCTS SHALL BE MANUFACTURED BY 3MCO. 7. EQUIPMENT ALL MATERIALS AND EQUIPMENT USED IN THIS INSTALLATION SHALL BE NEW, AND HAVE THEAPPROPRIATE UL LISTING AND LABEL. 8. MISCELLANEOUS SUPPORTING MEMBERS THE INSTALLATION OF ANGLES CHANNELS, AND OTHER MISCELLANEOUS STEEL, BOLTS, RODS, ETC.REQUIRED TO SUPPORT LIGHT FIXTURE, CONDUIT, RACEWAY, LADDER TRAY, OR OTHER ELECTRICALEQUIPMENT OR DEVICES SHALL BE COORDINATED WITH THE G.C. 9. SAFETY THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE SAFETY OF THE OWNERSEMPLOYEES, BUILDING EMPLOYEES AND GUESTS, AS WELL AS THEIR OWN FORCES, BY ADEQUATELYPROTECTING ANY EXPOSED LIVE CONDUCTORS, OR DEVICES THROUGHOUT THE COURSE OF THIS WORK. 10. EQUIPMENT CONNECTIONS PROVIDE FINAL CONNECTIONS FOR ALL EQUIPMENT FURNISHED UNDER OTHER DIVISIONS AND FOR ALLOWNER FURNISHED EQUIPMENT. PROVIDE A FLEXIBLE LIQUID TIGHT CONNECTION TO ALL VIBRATIONPRODUCING EQUIPMENT. 11. TEMPORARY LIGHTING, POWER, FIRE, AND SAFETY a. PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED IN AREAS UNDERGOING WORK DURINGCONSTRUCTION. b. COMPLY WITH NFPA 241 FOR SAFEGUARDING DURING CONSTRUCTION AND ALTERATION OPERATIONS. 12. BRANCH CIRCUITS BRANCH CIRCUITS TO RECEPTACLES, LIGHTING AND MISC. SMALL LOADS (20 AMP CIRCUITS), UNLESSSPECIFICALLY NOTED OTHERWISE, SHALL BE 2-#12, 1-#12G, 3/4" C. 2. INSTALLATION OF WIRING 5. CONTRACTOR'S LIABILITY 6. EXAMINATION OF DRAWINGS AND SITE 1. CUTTING AND PATCHING NEUTRAL - WHITE 120/208 VOLT SYSTEM PHASE A OR L1 - BLACK GROUND - GREEN PHASE C OR L3 - BLUE PHASE B OR L2 - RED 8. GROUNDING 3. CODES AND STANDARDS A. GENERAL REQUIREMENTS 4. FEES 2. APPROVALS 1. SCOPE OF WORK 4. INSTALLATION OF WORK 2. #10 OVER 80 FEET. (AT 120V)1. #12 LESS THAN 80 FEET. (AT 120V) 7. WIRING 6. JUNCTION AND PULL BOXES 5. OUTLET BOXES 10. TESTING AND INSPECTION 9. SLEEVES 14. IDENTIFICATION 12. WALL PLATES 11. WIRING DEVICES 16. INSTALLATION OF EQUIPMENT FURNISHED BY OTHERS 15. SHOP DRAWINGS AND SUBMITTALS: 17. SPECIAL SYSTEMS FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS SHOWN ON THE CONTRACT DRAWINGS. THEINSTALLATION SHALL BE COMPLETE IN EVERY DETAIL ESSENTIAL TO PROPER AND SATISFACTORYOPERATION, READY FOR USE AND IN CONDITION FOR SERVICE WHEN DELIVERED TO THE OWNER. ALLMANUFACTURED ITEMS SHALL BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SDIRECTIONS AND RECOMMENDATIONS EXCEPT AS OTHERWISE SPECIFIED HEREIN. OBTAIN APPROVALS FROM INSPECTION AUTHORITIES FOR ELECTRICAL INSTALLATIONS REQUIRINGSPECIFIC APPROVAL. PRINTS OF THE ELECTRICAL DRAWINGS, FOR THIS PURPOSE, WILL BE FURNISHEDUPON REQUEST. REQUIRED WIRING DIAGRAMS SHALL BE PROVIDED AND SUBMITTED FOR APPROVAL BYTHE CONTRACTOR. COPIES OF THE FINAL APPROVALS SHALL BE OBTAINED BEFORE COMMENCEMENT OFRELATED WORK. a. THE WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, MUNICIPAL, AND NATIONAL CODES. WHERETHE CONSTRUCTION DOCUMENTS INDICATE MORE RESTRICTIVE REQUIREMENTS, THE CONSTRUCTIONDOCUMENTS SHALL GOVERN. HOWEVER, THE CONSTRUCTION DOCUMENTS SHALL NOT BEINTERPRETED AS AUTHORITY TO VIOLATE ANY CODE OR REGULATION. b. MATERIALS, EQUIPMENT AND INSTALLATION SHALL CONFORM TO LOCAL CODE AND STANDARDS, THENATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA), UNDERWRITER'S LABORATORIES (UL),NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND ALL LAWS AND ORDINANCES OF LOCAL, STATEAND FEDERAL GOVERNING AGENCIES. CONTRACTOR SHALL PAY ALL FEES AND OTHER CHARGES INCIDENTAL TO THE ELECTRICAL WORK. INADDITION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED INSURANCE, PERMITS,LICENSES, ETC. RELATING TO THE ELECTRICAL WORK. a. THE CONTRACTOR SHALL AGREE THAT THE OWNER, THE ARCHITECT AND THE ENGINEER SHALL NOT INANY FORM OR MANNER BE ANSWERABLE OR ACCOUNTABLE FOR ANY VIOLATION OF ORDINANCES,CODES OR REGULATIONS OF ANY AUTHORITIES, UTILITIES, INSURANCE COMPANIES AND GOVERNMENTAGENCIES HAVING JURISDICTION, OR FOR ANY ACCIDENTS, INJURY, LOSS OR DAMAGE TO ANY PERSONOR PERSONS AND THEIR PROPERTIES ARISING FROM NEGLIGENCE OR CARELESSNESS ON THE PART OFTHE CONTRACTOR (NOR ANYONE IN HIS EMPLOY), ANY OF HIS SUBCONTRACTORS, OR ANY OTHERPARTIES OR AGENTS TO THIS CONTRACT. b. THE CONTRACTOR SHALL AGREE TO MAKE GOOD TO SAID OWNER, ARCHITECT, AND ENGINEER ANYLOSS, DAMAGE OR EXPENSE SO INCURRED, TOGETHER WITH REASONABLE ATTORNEY'S FEES. a. THE ELECTRICAL CONTRACTOR SHALL OBTAIN A COMPLETE SET OF ARCHITECTURAL AND ENGINEERINGDOCUMENTS AND COORDINATE WITH MECHANICAL, PLUMBING, ARCHITECTURAL, AND OTHER TRADESFOR EXACT DIMENSIONS, CLEARANCES, ROUGH-IN LOCATIONS, AND OTHER ADDITIONAL SCOPES OFWORK THAT MAY NOT BE SHOWN ON THE ELECTRICAL PLANS. THE ELECTRICAL CONTRACTOR SHALL BERESPONSIBLE FOR THE POWER TO OTHER TRADES EQUIPMENT AND HARDWARE. THIS SHALL INCLUDE,BUT NOT BE LIMITED TO, CONTROLS, FIRE AND SECURITY SYSTEMS, MOTORIZED DOORS, DAMPERS,LIFTS, AND OTHER SYSTEMS. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE ELECTRICAL PLANS,THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL SAFETY DISCONNECT SWITCHES TO MECHANICALEQUIPMENT. b. BY THE ACT OF HAVING SUBMITTED A BID, THE CONTRACTOR SHALL DEEM TO HAVE MADE SUCH ANEXAMINATION AND SHALL HAVE ACCEPTED THE PREVAILING CONDITIONS. NO SUBSEQUENTALLOWANCE WILL BE MADE TO CONTRACTOR BECAUSE OF HIS NEGLECT IN COMPLYING WITH THEFOREGOING. B. INSTALLATION a. ALL CUTTING, DRILLING, PATCHING, ETC. NECESSARY FOR INSTALLATION OF EQUIPMENT UNDER THISCONTRACT SHALL BE DONE BY THIS CONTRACTOR. b. ALL DISTURBED CONSTRUCTION AND FINISHED SHALL BE RETURNED TO ITS ORIGINAL STATE. HOLES INCONCRETE WALLS AND FLOORS SHALL BE CORE DRILLED AND SLEEVED. NO CUTTING OF STRUCTURALMEMBERS WILL BE ALLOWED. WIRE SHALL BE INSTALLED CONTINUOUS BETWEEN DEVICES, WITH SPLICES LOCATED ONLY IN JUNCTIONBOXES, PULL BOXES, OUTLET BOXES OR IN CABINETS. CONDUCTORS SHALL BE OF SUFFICIENT LENGTH TOREACH THE FARTHEST TERMINAL IN PANELS. A MINIMUM OF 6" LOOPS SHALL REMAIN WHERECONNECTIONS OR TAPS ARE TO BE MADE IN BRANCH CIRCUIT WIRING. 3. GROUNDING CONTRACTOR SHALL INSTALL ENTIRE CONDUIT SYSTEM, INCLUDING BOXES, CABINETS, PANELS, ETC. SOAS TO INSURE PROPER GROUND CONTINUITY THROUGHOUT THE SYSTEM. a. CONTRACTOR SHALL BE RESPONSIBLE FOR EXACT LOCATION OF ALL EQUIPMENT AND IN CASE ANYOUTLETS DO NOT COME IN CORRECT LOCATION, HE SHALL MOVE SAME, DO NECESSARY CUTTING ANDPATCHING. b. OWNER RESERVES THE RIGHT TO CHANGE LOCATION OF OUTLETS WITHIN 10'-0" RADIUS BEFORE WORKIS INSTALLED WITHOUT EXTRA COST. c. CHECK WITH HVAC CONTRACTOR AS TO LOCATION OF UNITS, DUCTS AND GRILLES AND PLUMBINGCONTRACTOR AS TO LOCATION OF PIPING BEFORE INSTALLING THE WORK. 5. BALANCING OF LOADS UPON CONNECTING ALL CIRCUITS TO PANELS, THE CONTRACTOR SHALL BALANCE THE LOAD IN AMPERESTO +/- 5% BETWEEN PHASES FOR EACH PANEL OR PER OWNERS SATISFACTION. a. THE CONTRACTOR SHALL PROVIDE ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT NOTLIMITED TO LIGHTING, RECEPTACLES, HEATING, AIR CONDITIONS, PLUMBING EQUIPMENT, TELEPHONEAND ELECTRICAL EQUIPMENT. b. ALL PANEL AND SERVICE FEEDERS SHALL BE IN RIGID GALVANIZED STEEL CONDUIT (RGSC). ALLCONDUIT SHALL BE UL LABELED. EMT SHALL BE ACCEPTABLE FOR BRANCH CIRCUITS RUN ABOVESUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. EMT CONNECTORS SHALL BECOMPRESSION TYPE. CONDUIT UNDER SLAB ON GRADE SHALL BE GALVANIZED RIGID STEEL. c. MINIMUM SIZES OF CONDUIT SHALL BE 3/4" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTION OR TOINDIVIDUAL LIGHT SWITCHES AND FOR ALL OTHER LOCATIONS. IF HVAC CONTROL WIRING IS REQUIREDTO BE RUN IN CONDUIT, IT SHALL BE MINIMUM OF 1/2" SIZE, UNLESS NOTED OTHERWISE ON DRAWINGS.ALL IN/UNDER FLOOR SLAB CONDUIT SHALL BE OF MINIMUM 1"C SIZE. d. SUPPORT ALL CONDUIT. e. GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH ASEQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND ASAPPROVED BY THE OWNER'S CONSTRUCTION MANAGER. PAINTING OF CONDUITS WILL BE BY GENERALCONTRACTOR. f. FLEXIBLE METAL CONDUIT 1. FLEXIBLE METAL CONDUIT AND THEIR ASSOCIATED FITTINGS ARE TO BE LISTED FOR GROUNDING. AGREEN GROUNDING CONDUCTOR SHALL BE PROVIDED. ALL CONNECTORS ARE TO BE OF A NEMAAPPROVED TYPE. 2. FLEXIBLE CONDUIT SHALL BE ACCEPTABLE FOR THE FOLLOWING APPLICATIONS AND SHALL NOTEXCEED 6 FEET IN LENGTH. A. FINAL CONNECTIONS TO OUTLETS ON VIBRATING EQUIPMENT.B. FINAL INTER-CONNECTIONS BETWEEN LIGHT FIXTURES.C. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL. 3. THE USE OF ROMEX, BX, ETC. IS NOT PERMITTED. g. PROVIDE POLY PULL-STRING IN ALL EMPTY CONDUITS. h. HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE ABOVE OR AS REQUIREDTO ALLOW PROPER CLEARANCE OF CEILING AND OTHER TRADES WORK. i. ALL CONDUITS SHALL BE RUN PARALLEL OR PERPENDICULAR TO COLUMN LINES. j. ALL CONDUITS MUST BE SIZED PER THE CODE. k. COMPLETE CONDUIT WORK ABOVE SUSPENDED CEILING SHALL BE PLENUM RATED. a. UNLESS OTHERWISE NOTED, OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL, KNOCKOUT TYPE,WITH SUITABLE PLASTER RINGS AND COVERS OR PLATES. b. UNUSED KNOCKOUT HOLES SHALL REMAIN CLOSED AND THOSE OPENED BY ERROR SHALL BE CLOSEDWITH SNAP-IN BLANKS. c. OUTLET BOXES SHALL NOT BE SMALLER THAN REQUIRED BY CODE FOR THE NUMBER AND SIZE OFWIRES TO BE INSTALLED. d. OUTLET BOX AND COVE LOCATED ABOVE SUSPENDED CEILING SHALL BE PLENUM RATED. e. OUTLET BOX MANUFACTURERS SHALL BE APPLETON, GARVIN, RACO (HUBBELL) & STEEL CITY. a. PROVIDE JUNCTION BOXES, PULL BOXES, CABLE SUPPORTS, AND WIREWAYS AS REQUIRED FORPROPER INSTALLATION OF THE ELECTRICAL WORK, WHETHER OR NOT SPECIFICALLY SHOWN ON THEDRAWINGS. COVERS SHALL BE ACCESSIBLE. SMALL JUNCTION BOXES SHALL BE SIMILAR TO OUTLETBOXES. b. PULL BOXES, CABLE SUPPORT BOXES, AND LARGE JUNCTION BOXES FOR INDOOR USE SHALL BE MADEOF CODE GAUGE STEEL. COVERS SHALL BE HELD IN PLACE WITH STAINLESS STEEL SCREWS. PAINTINTERIOR AND EXTERIOR SURFACES WITH RUST-INHIBITIVE PAINT. c. JUNCTION BOX AND PULL BOX LOCATED ABOVE SUSPENDED CEILING SHALL BE PLENUM RATED. a. CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG SIZE AND TYPEAS SHOWN ON DRAWINGS MINIMUM WIRE SIZE SHALL BE #12. THE CONDUCTORS SHALL HAVE 600 VOLTINSULATION, TYPE THWN OR THHN. b. MINIMUM WIRE SIZE - 20 AMP. BRANCH CIRCUIT SHALL BE AWG LISTED SIZE PER DISTANCE SHOWNBELOW. DISTANCE SHALL BE MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FURTHESTOUTLET. c. CONDUCTORS SHALL BE STRANDED FOR SIZES #10AWG AND LARGER. d. ALUMINUM CONDUCTORS ARE NOT PERMITTED. e. ALL WIRING SHALL BE IN CONDUIT. f. WIRE CONNECTORS SHALL BE EQUAL TO "SCOTCH LOCK" FOR #10 AWG WIRE AND SMALLER AND EQUALTO T & B "LOCKTIGHT" FOR #6 AWG AND LARGER. EQUALS BY BUCHANAN OR IDEAL ARE ACCEPTABLE. g. ALL WIRING TO BE COLOR-CODED AS FOLLOWS: PROVIDE COMPLETE WIRE GROUNDING CONDUCTOR SYSTEM, #12 AWG MINIMUM, SIZED AND INSTALLED INACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE CODE. a. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THEOUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL-TO-METAL CONTACT BETWEEN THEDEVICES YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTEDBOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES AND PULL BOXES SHALL BEBONDED TO THE CONDUIT SYSTEM. ALL CONDUIT, INCLUDING FLEXIBLE CONDUIT, SHALL BE GROUNDEDWITH GREEN GROUNDING CONDUCTOR. b. ALL ENCLOSURES AND NON-CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED. CONDUITSYSTEM IS TO BE ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED ORPAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING METALPARTS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS.ALL GROUND CLAMPS SHALL BE "PENN-UNION" OR EQUAL, SIMILAR TO "GPL" TYPE. c. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. a. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THEINSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITIONAND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICHSHALL EXTEND 2" ABOVE THE FLOOR. b. UNLESS OTHERWISE NOTED, ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS SHALL BE FIRESEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO ASTO RETAIN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO UL ASSEMBLY RATING OF FLOOROR WALL. c.SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHTBLACK STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGHSUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL CONDUIT. SLEEVES SHALL BE NO. 22. a. THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY TEST THE ENTIRE ELECTRICAL SYSTEM FORGROUNDS, SHORTS AND PROPER GROUNDING RESISTANCE. A MAXIMUM OF 25 OHMS RESISTANCEFROM NEUTRAL CONDUCTOR AND CONDUIT TO EARTH GROUND SHALL BE PERMITTED. ONLY A GROUNDRESISTANCE MEASURING METER OF APPROVED TYPE SHALL BE USED. A COMMON OHM METER IS NOTACCEPTABLE. b. THE ELECTRICAL CONTRACTOR SHALL SEE THAT LOCAL INSPECTION AUTHORITIES ARE NOTIFIED WHENINSPECTIONS ARE REQUIRED BY CODE AND SHALL GIVE ALL NECESSARY ASSISTANCE TO THEINSPECTOR WHEN HE IS MAKING AN INSPECTION. c. THE ELECTRICAL CONTRACTOR WILL SATISFY ALL REGULATIONS HAVING JURISDICTION ON THISPROJECT. a. THIS CONTRACTOR SHALL FURNISH AND INSTALL SWITCHES AND RECEPTACLES AS SHOWN ON THEDRAWINGS AND NECESSARY FOR A COMPLETE INSTALLATION. COLOR OF DEVICES AND PLATES SHALLBE AS DIRECTED BY ARCHITECT. THE DEVICES SHALL BE OF THE TYPES AND RATINGS LISTED, OREQUALS BY PASS & SEYMOUR, HUBBELL OR LEVITON. WEATHERPROOF GFI RECEPTACLES SHALL BEINSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. 1. TOGGLE SWITCHES: 20A-120V COMMERCIAL SPECIFICATION GRADE2. DUPLEX RECEPTACLES: 20A-125V COMMERCIAL SPECIFICATION GRADE3. GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLE: 20A-125V, 5mA. COMMERCIAL SPECIFICATIONGRADE a. WALL PLATES SHALL BE AS SPECIFIED BY OWNER. WHERE STANDARD PLATES WILL NOT FIT WALLFINISH, UNPLASTERED BRICK OR SPECIAL FINISH WALLS, USE SPECIAL SIZE PLATES TO SUITCONDITIONS. ALL WALL PLATES LINE UP AND FLUSH WITH MOUNTING SURFACE AND SECURELYATTACHED IN PLACE. b. WHERE SWITCHES, RECEPTACLES OR COMBINATIONS THEREOF ARE GROUNDED, USE GANG PLATESAND OUTLET BOXES TO SUIT THE SPECIFIC ARRANGEMENTS. c. VERIFY MOUNTING HEIGHTS OF WIRING DEVICES WITH ARCHITECT/OWNER: IN GENERAL, RECEPTACLES15" ABOVE FLOOR OR 4.5" ABOVE COUNTER TOP WHERE COUNTERS OCCUR, AND SWITCHES 4'-0" ABOVEFLOOR, EXCEPT WHERE SPECIFIC HEIGHTS ARE INDICATED. SPECIAL RECEPTACLE LOCATED ASDIRECTED BY ARCHITECT AND ENGINEER. d. WALL PLATES SHALL BE OF THE SAME MANUFACTURER AS WIRING DEVICE. a. PROVIDE TYPED DIRECTORIES IN PANELBOARDS TO DEPICT ACTUAL EQUIPMENTCONNECTED TO INDIVIDUAL BREAKERS/SWITCHES. a. SUBMIT COMPLETE SHOP DRAWINGS FOR MANUFACTURED EQUIPMENT: CLEARLY MARKSUBMISSIONS FOR LIGHTING FIXTURES WITH THE TYPE LETTER OR LETTERS ASSIGNED TOEACH FIXTURE IN THE FIXTURES SCHEDULE AND INCLUDE A GRAPH SHOWING TYPICALLIGHT DISTRIBUTION AND A TABLE OF CERTIFIED UTILIZATION FACTORS. ALL FIXTURESUBMITTALS SHALL BE IN BROCHURE FORM. b. PROVIDE SUFFICIENT INFORMATION AND DATA REQUIRED FOR THE ARCHITECT TOREASONABLY DETERMINE PROPER COMPLIANCE WITH THE SPECIFICATIONS. c. IN ADDITION, THE CONTRACTOR SHALL SUBMIT A COMPLETE LIST OF MATERIALSPROPOSED, GIVING THE MANUFACTURER'S NAME, CATALOG NUMBER, OR OTHER MEANSOF IDENTIFICATION TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS. d. REVIEW OF SHOP DRAWINGS IS RENDERED AS A SERVICE ONLY, AND SHALL NOT BECONSIDERED AS A GUARANTEE OF MEASUREMENTS OR BUILDING CONDITIONS, NOR SHALLIT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF BASIC RESPONSIBILITY UNDER THECONTRACT. SHOP DRAWINGS SHALL BE SUBMITTED ON, BUT NOT BE LIMITED TO THEFOLLOWING SYSTEMS: LIGHT FIXTURE BALLASTS AND ALL ASSOCIATED LIGHT FIXTURESHARDWARE, WIRING DEVICES, COVER PLATES, PANELS, BEAKERS, DATA/VOICE JACKS,CABLE, FIRE ALARM DEVICES, ETC. a. CONTRACTOR SHALL INSTALL ALL EQUIPMENT, WIRE AND CABLE FURNISHED TO HIM. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL INSTALLATION DRAWINGS ANDWIRING DIAGRAMS FROM THE EQUIPMENT MANUFACTURER. ALL EQUIPMENT SHALL BEINSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS. b. CONTRACTOR SHALL MAKE FINAL CONNECTIONS AND TERMINATIONS TO THE OWNER,MECHANICAL, AND PLUMBING CONTRACTOR'S FURNISHED EQUIPMENT. TELEPHONE/DATA SYSTEM: ELECTRICAL CONTRACTOR SHALL INSTALL CONDUITS, OUTLETBOXES, AND CABLE. G.C. IS RESPONSIBLE FOR COORDINATION BETWEEN ALL SUBCONTRACTORS AND IS ULTIMATELY RESPONSIBLE FOR ACCURATELY DICTATING THE SCOPEBETWEEN SUB CONTRACTS. C. MATERIAL AND EQUIPMENT 1. PROPOSALS SHALL BE BASED UPON THE FURNISHING OF ALL MATERIALS AND EQUIPMENT AS SPECIFIED,WHICH IN EVERY CASE SHALL BE NEW AND OF THE BEST GRADE AND QUALITY AVAILABLE. 2. EQUIPMENT AND MATERIALS SHALL BE WITHOUT BLEMISH OR DEFECT AND SHALL NOT BE USED FORTEMPORARY POWER PURPOSES, WITHOUT THE ENGINEER'S PRIOR WRITTEN AUTHORIZATION. 3. ALL ITEMS OF EQUIPMENT OF ONE TYPE, EXCEPT CONDUIT, CONDUIT FITTINGS, OUTLET BOXES, WIRE, ANDCABLE, SHALL BE THE PRODUCT OF ONE MANUFACTURER THROUGHOUT UNLESS OTHERWISE INDICATEDOR ACCEPTED BY THE ENGINEER. 4. CONDUITS 7. DRAWINGS AND SPECIFICATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR READING AND COMPLYING WITH BOTH THE DRAWINGSAND SPECIFICATIONS. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN THE DRAWINGS,NOTES, SPECIFICATIONS, OR CODES, THE REFERENCE WHICH PROVIDES THE MORE COMPLETE ORHIGHER STANDARD SHALL PREVAIL. 8. INTERPRETATION OF THE DOCUMENTS CAREFULLY COMPARE THE DRAWINGS AND SPECIFICATIONS, CHECKING MEASUREMENTS ANDCONDITIONS UNDER WHICH THIS INSTALLATION IS TO BE MADE. FOR CLARIFICATION BETWEEN VARIOUSDRAWINGS, BETWEEN DRAWINGS OR SPECIFICATION, OR BETWEEN SECTIONS OF THE SPECIFICATION,THE MATTER SHALL BE REFERRED TO THE ENGINEER BEFORE ANY WORK IS EXECUTED. THECONTRACTOR SHALL STATE IN THEIR PROPOSAL ANY EXCEPTIONS NECESSARY TO MAKE THIS ACOMPLETE, READY TO USE INSTALLATION. IF NOT STATED IN THE PROPOSAL, IT WILL NOT BECONSIDERED EXTRA. 9. ELECTRICAL DRAWINGS THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. THE CONTRACTOR SHALLDETERMINE THE EXACT LOCATION OF ALL DOORS, WALLS, FURNITURE, EQUIPMENT, ETC. THE LOCATIONOF RACEWAY SYSTEM COMPONENTS IS SCHEMATIC. THE EXACT LOCATION OF RACEWAY SYSTEMCOMPONENTS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR SHALLCONFIRM THE DIMENSIONS OF THE ACTUAL EQUIPMENT TO BE SUPPLIED FOR THIS PROJECT, ANDVERIFY CLEARANCES AND ROUGH-INS PRIOR TO STARTING WORK. 10. PERMITS, APPLICATIONS AND RELEASES THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS INSPECTIONS, APPLICATIONS, RELEASESAND FEES REQUIRED BY LOCAL, STATE AND FEDERAL AGENCIES FOR THE EXECUTION OF THIS WORK.SCHEDULING OF ALL REQUIRED INSPECTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13. LIGHTING FIXTURES & LAMPS: a. THIS CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORTING STEEL HANGERWIRES ADEQUATELY SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE AND FASTENED TOBUILDING STRUCTURE (MINIMUM TWO PER FIXTURE) FOR FIXTURES NOT MOUNTED ONBUILDING FRAMEWORK. FIXTURES SHALL NOT BE SUPPORTED SOLELY BY THE CEILINGSTRUCTURE. b. PROVIDE APPLICABLE FIRE RATED DRYWALL BOXES OVER RECESSED FIXTURES IN FIRERATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE AS REQUIRED TO AVOIDCONFLICT. c. THIS CONTRACTOR SHALL PROVIDE ANY NECESSARY FITTINGS, ACCESSORIES, ETC. ASNECESSARY TO MAKE A COMPLETE INSTALLATION. d. REMOVE ALL DIRT, OIL OR GREASE FROM LIGHT FIXTURES. CLEAN ALL GLASS, LENSES,ETC. AND POLISH FIXTURES AND TRIM. d. CONTRACTOR SHALL CONSULT WITH THE ARCHITECT AND REVIEW THE PLANS TO VERIFY THE EXACTLOCATIONS OF ALL OUTLETS ARE ABOVE COUNTERS WHERE CABINET WORK OCCURS, AND VERIFYTHAT SWITCHES ARE AT THE CORRECT SIDE OF DOOR SWINGS. e. THE CONTRACTOR SHALL CONSULT WITH THE EQUIPMENT SUPPLIERS FOR THE CORRECT SIZES OF ALLOUTLETS IN SUFFICIENT TIME BEFORE WALL CONSTRUCTION. f. FAILURE OF THE CONTRACTOR TO COMPLY WITH ALL OF THE ABOVE SHALL MAKE HIM RESPONSIBLEFOR ANY RELOCATIONS AT HIS EXPENSE DUE TO CONFLICT WITH OTHER EQUIPMENT. 18. OCCUPANCY SENSORS a. CONTRACTOR'S WORK TO INCLUDE ALL LABOR, MATERIALS, TOOLS, APPLIANCES,CONTROL HARDWARE, SENSOR, WIRE, JUNCTION BOXES AND EQUIPMENT NECESSARYFOR AND INCIDENTAL TO THE DELIVERY, INSTALLATION AND FURNISHING OF ACOMPLETELY OPERATIONAL OCCUPANCY SENSOR LIGHTING CONTROL SYSTEM, ASDESCRIBED HEREIN. b. WALL SWITCH PRODUCTS MUST BE CAPABLE OF WITHSTANDING THE EFFECTS OF INRUSHCURRENT. c. WALL SWITCH SENSORS SHALL BE CAPABLE OF DETECTION OF OCCUPANCY AT DESKTOPLEVEL UP TO 300 SQUARE FEET, AND GROSS MOTION UP TO 1000 SQUARE FEET. d. WALL SWITCH SENSORS SHALL ACCOMMODATE LOADS FROM 0 TO 800 WATTS AT 120VOLTS; 0 TO 1200 WATTS AT 277 VOLTS. e. ALL SENSORS SHALL BE CAPABLE OF OPERATING NORMALLY WITH ELECTRONICBALLASTS, PL LAMP SYSTEMS AND RATED MOTOR LOADS. PHASE B OR L2 - ORANGE PHASE C OR L3 - YELLOW GROUND - GREEN PHASE A OR L1 - BROWN 277/480 VOLT SYSTEM NEUTRAL - GRAY NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: d,^ ^/'E^͕ Zt/E'^͕ E ^W/&/d/KE^ Z d, y>h^/s WZKWKZdz K& ^ϯ ^/'E͕ E >> /E&KZDd/KE ^,KtE /^ KE&/Ed/> dK>> Z/W/Ed^ E EK WZd K& d,^ Zt/E'^E  KW/͕ dZE^&ZZ͕ KZ ZWZKh͕EKZ E Ez ^dZhdhZ^  h/>d &ZKD d,D t/d,KhdtZ/ddEKE^EdK&^ϯ^/'E͘ KWzZ/',d^ϯ^/'E>>Z/',d^Z^Zs 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 SPECIFICATION - ELECTRICAL E 0.1 44 DINING ROOM FOOD PREP. (E)R1 (E)R1 (E)R1 (E)R1 (E)R1(E)R1(E)R1 (E)R1 (E)T1 (E)T1 (E)T1(E)R1 (E)T1 (E)T1 (E)T1 (E)P1 (E)P1 (E)P1 (E) EF-11 3 4 5 DINING ROOM FOOD PREP. GFI GFI GFI GFI A:11 A:11 A:11 A:11 A:13 A:13 A:13 A:13 A:15 A:15 A:15 A:15 A:17 REFRIGERATOR (E)PANEL "A" (E) PTHP-1 1 EWH-1 A:14/1630A-2PWP2 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: d,^ ^/'E^͕ Zt/E'^͕ E ^W/&/d/KE^ Z d, y>h^/s WZKWKZdz K& ^ϯ ^/'E͕ E >> /E&KZDd/KE ^,KtE /^ KE&/Ed/> dK>> Z/W/Ed^ E EK WZd K& d,^ Zt/E'^E  KW/͕ dZE^&ZZ͕ KZ ZWZKh͕EKZ E Ez ^dZhdhZ^  h/>d &ZKD d,D t/d,KhdtZ/ddEKE^EdK&^ϯ^/'E͘ KWzZ/',d^ϯ^/'E>>Z/',d^Z^Zs 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 2 FLOOR PLAN - LIGHTING 2'4' 8'0SCALE: 1/4" = 1'-0"N FLOOR PLAN - ELECTRICAL E 1.0 A. REFER SHEET E 0.0 FOR GENERAL INFORMATION. B. REFER SHEET E 0.1 FOR SPECIFICATIONS. KEY NOTESX 1. EXISTING HVAC EQUIPMENT SHALL REMAIN EC SHALL KEEPALL ASSOCIATED WIRING AND CONTROLS. FIELD VERIFYPRIOR TO START WORK. 2. PROVIDE POWER TO WATER HEATER "EWH-1".COORDINATEEXACT LOCATION AND REQUIREMENT WITH PLUMBINGCONTRACTOR TO ROUGH-IN. 3. DINING ROOM LIGHTING SHALL REMAIN. EC SHALL KEEPALL ASSOCIATED WIRING AND CONTROLS. FIELD VERIFYPRIOR TO START WORK. 4. FOOD PREP AREA LIGHTING SHALL REMAIN. EC SHALLKEEP ALL ASSOCIATED WIRING AND CONTROLS. FIELDVERIFY PRIOR TO START WORK. 5. REST ROOM LIGHTING SHALL REMAIN EC SHALL KEEP ALLASSOCIATED WIRING AND CONTROLS. FIELD VERIFY PRIORTO START WORK. GENERAL NOTES 1 FLOOR PLAN - POWER 2' 4'8'0SCALE: 1/4" = 1'-0"N 45 PULL SECTION EXISTING SWITCHBOARD "MSB"400 AMP BUS,240/120V, 3-PHASE, 4W EXISTING UTILITYTRANSFORMER UTILITY PRIMARY GN GASWATERSTEEL (E)PANEL"A"150AMP (E) LT~ (E) ' V.D. = ( E ) % (E)150A2P #(E) (E) LT~(E)'V.D.=(E)% (E)400A3P M SCALE:1 PARTIAL EXISTING ONE LINE DIAGRAMNTS M 120/240VFLUSH RESTROOM (E)EMERGENCY LIGHTS (N) REFRIGERATOR (N) DINNING ROOM REC (E)CASH WRAP POWER (E)LIGHTING CIRCUIT LOAD SERVED INTERRUPT RATING:SPARE (N) FOOD PREP REC (N) DINNING ROOM REC (E)IG OUTLET REGISTER (E)CEILING TRAC LIGHT TRIM: VOLTAGE: LOCATION: 10K 11403 10200 FROM: EXISTING MSB (E)WALL UNITS LIGHTING FRONT SPARE (N)EWH-1 (E)STORAGE RECEIVER POWER L3 10801080 1440720 -800R 720 K -20/1 20/1 20/1 -- 3000 DMD R R15/1 15/1 15/1 15/1 15/1 15/1 15/1 BKR R 1080 3000720 1080 R 10801080 L L 1080L1080 L1 10801080 L2 20/1 20/1 '' SPARE 15/1 30/2 20/1 15/1 15/1 BKR 15/1 15/1 (E)WALL UNITS FRONT CASES LIGHTING (E)GEC. OUTLET TELE BACK BOARD (E)WALL UNITS LIGHTING CASES FRONT (E)WALL UNITS CASE LIGHTING REAR LOAD SERVED BUS RATING: MAIN: SYSTEM: 1Ø, 3W (E)PANEL A 150A GROUND BUS: CONN. LOAD: FEED: TOPYES LOADS (IN) LIGHTING RECEPTS TO 10 KVA RECEPTS REMAINING NON-SEASONAL LARGEST MOTOR SPACE HEATING KITCHEN EQUIP. REMAININGCONNECTED 7963 6840 0 0 0 0 800 0DEMAND 1.25 1.0 0.5 1.0 0.25 0.0 1.0 1.25MINIMUM 9954 6840 0 0 0 0 800 0FACTOR TOTAL CONNECTED LOAD MIN. FEEDER/PANEL CAP. REMAINING 01.00 CONTINUOUS LOADS NON-CONTINUOUS LOADS FEEDER 98.323.6 21.6 90 AMPSKVA KVA AMPS 9 1719 1315 11 1 57 3 CKT 10 1820 1416 12 2 68 4 CKT - - W W R R L L L L DMD VA DEMAND LOADS 0 1.0 0 OVERALL DEMAND FACTOR 1.09 150A MCB 21.6 KVA 3/4" 3/4"- 3/4" 3/4" 3/4" -#12 #12 #12 #12 #12 3/4" 3/4" 3/4" 3/4" COND #12 #12 #12 #12 Ø NEUTGND -#12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12 #12- #12 #12 #12 #12 #12 #12 #10 - - NEUT - - - - 3/4" 3/4" #10 #10 #12 3/4" 3/4" 3/4" 3/4" #12 #12 #12 #12 ØCOND 3/4" #12 - - #10 #12 #12 #12 #12 #12 GND #12 LOADS WATER HEATING AIR CONDITIONING 0 6000 CONNECTED MINIMUM 6000 0 FEEDERFACTOR 1.0 1.0 DEMAND MOTORS COPPER CODED NOTES: 1. PROVIDE GFCI TYPE CIRCUIT BREAKER. 1 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: d,^ ^/'E^͕ Zt/E'^͕ E ^W/&/d/KE^ Z d, y>h^/s WZKWKZdz K& ^ϯ ^/'E͕ E >> /E&KZDd/KE ^,KtE /^ KE&/Ed/> dK>> Z/W/Ed^ E EK WZd K& d,^ Zt/E'^E  KW/͕ dZE^&ZZ͕ KZ ZWZKh͕EKZ E Ez ^dZhdhZ^  h/>d &ZKD d,D t/d,KhdtZ/ddEKE^EdK&^ϯ^/'E͘ KWzZ/',d^ϯ^/'E>>Z/',d^Z^Zs 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 ONE LINEDIAGRAM ,DETAILS &SCHEDULES-ELECTRICAL E 7.0 SCHEDULE LEGEND LIGHTING FIXTURE SCHEDULE (E)PANEL "A" LIGHTING FIXTURE SCHEDULE Tag Symbol Description Manufacturer Model Options Mounting Finish Location/Fixture Rated Lamp ColorTemp Controls Watts Volts Notes (E)R1 RECESSED LIGHT TBD TBD TBD RECESSED TBD TBD TBD TBD TBD 17.5 120V CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT SHOPDRAWINGS. (E)P1 6" PENDANT LIGHT CONTECH LIGHTING CYL6 TBD PENDANT MOUNT MATTE BLACK INDOOR LED 2700K 0-10V 10 120V CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT SHOPDRAWINGS. (E)T1 VARO 80 S TRACK LIGHT VARO 80 S 180-6422018F 2760LM, 90CRI CEILLING TRACK BLACK INDOOR LED 3000K 0-10V 21.1 120V CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT SHOPDRAWINGS. Notes: 1. PROVIDE ALL REQUIRED HARDWARE, CABLES. ETC., FOR A FULLY FUNCTIONAL INSTALLATION 1. PROVIDE ALL REQUIRED HARDWARE, CABLES. ETC., FOR A FULLY FUNCTIONAL INSTALLATION 6" 42 " 48 " 18 " 84 " 90 " DOOR OPENING 1MOUNTING HEIGHT DETAILS CLOCK OUTLET DUPLEXRECEPTACLEOUTLET TELEPHONE/DATAOUTLETSINGLERECEPTACLE FINISHED FLOOR LIGHT SWITCH EMERGENCY LIGHTEXIT SIGN REMOTE EMERGENCYHEAD GFI-ABOVE COUNTERRECEPTACLE COUNTER 46 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 SECTION 22 11 16 - DOMESTIC WATER PIPING 1.1 PIPINGA. GENERAL: THE OUTSIDE OF ALL PIPING AND FITTINGS SHALL BEAR THEMANUFACTURER'S STANDARD MARKING FOR TYPE, PRESSURE, ETC. THE A/E DOESNOT GUARANTEE THE ACCURACY OF THE FIGURE NUMBERS AS LISTED.B. PIPE - GENERAL: ALL CARBON STEEL PIPE SHALL BE FABRICATED FROM OPENHEARTH OR ELECTRICAL FURNACES. NO BESSEMER PIPE SHALL BE INSTALLED.ALL PIPE AND FITTINGS SHALL BE EQUAL TO OR BETTER THAN THE GRADESPECIFIED. WHENEVER SPECIFICATIONS CALL FOR CLOSE BENDING OR COILING,USE GRADE B PIPE. ALL PIPING MATERIAL SHALL BE NEW AND FREE FROMDEFECTS AND SHALL BE SUBJECT TO STANDARD MILL TEST BEFORE BEINGSHIPPED. PIPE SHALL BE LABELED. FITTINGS AND VALVES SHALL HAVE THEMANUFACTURER'S NAME OR TRADEMARK LEGIBLY RAISED OR CUT INTO EACHPIECE. ALL PIPE SHALL BE CUT OFF EVEN AND REAMED FULL BORE. THREADSSHALL BE CUT SMOOTH, TRUE AND TO FULL STANDARD SIZE. PIPING SHALL BEINSTALLED CLEAN OF CHIPS, BURRS OR OIL. NO SALVAGED OR USED PIPE SHALLBE USED WITHOUT THE WRITTEN APPROVAL OF THE A/E OR OWNER. WHEREVERSUCH APPROVAL IS GIVEN, RECUT THE ENDS OF THE PIPE, SQUARE, CUT NEWTHREADS ON SCREWED PIPE, AND THOROUGHLY CLEAN THE PIPE OF ALL RUST,DIRT, SCALE AND FOREIGN MATTER BEFORE INSTALLATION.C. PIPE 4-INCH SIZE AND SMALLER: PIPE: COPPER TUBE, SEAMLESS, TYPE L HARDTEMPER, ASTM B_88, ABOVE GROUND, AND TYPE K SOFT TEMPER, 2-INCH ANDSMALLER, BELOW GROUND. FITTINGS: CAST BRASS OR WROUGHT COPPER,SOLDER TYPE, ASTM 75, ANSI B16.22, OR B16.18. JOINTS: SOLDERED, 95_5TIN_ANTIMONY SOLDER ABOVE GROUND, AND SILVER SOLDER BELOW GROUND.UNIONS: SWEAT_END, 150 LB. CAST BRASS, GROUND JOINT. COPPER PRESSFITTINGS MAY BE USED AS AN OPTION, PER ASTM B16.18 OR ASTM B16.22. O-RINGSSHALL BE EDPM. SOLDER SHALL BE LEAD-FREE. 1.2 PIPING AUXILIARIES/SPECIALTIESA. GENERAL: ALL AUXILIARIES AND SPECIALTIES SHALL BE GUARANTEED BY THEMANUFACTURER FOR THE PRESSURE, TEMPERATURE AND MATERIALS BEINGHANDLED. ALL AUXILIARIES AND SPECIALTIES SHALL BE SUITABLE FOR THE PIPINGTO WHICH THEY ARE ATTACHED.B. WALL HYDRANTS: MANUFACTURERS: JOSAM, J.R. SMITH, WADE, WOODFORD,MIFAB OR ZURN.C. WATER METER: UNLESS NOTED OTHERWISE, METER IS PURCHASED FROM THEUTILITY COMPANY AND INSTALLED BY THE PLUMBING CONTRACTOR. PROVIDEMETER INSTALLATION MEETING UTILITY COMPANY REQUIREMENTS.D. STRAINERS: MANUFACTURERS: SARCO, ANDERSON, ARMSTRONG, CRANE, ORWATTS. SARCO TYPE BT OR BF_150, BRONZE BODY WITH STAINLESS STEELSCREEN. PROVIDE DRAIN VALVE ON STRAINER.E. WATER HAMMER ARRESTERS: MANUFACTURERS: JOSAM, MIFAB, WADE, J.R.SMITH, WATTS, OR ZURN. JOSAM TYPE “ABSORBATRON”. MEET THEREQUIREMENTS OF PDI STANDARD WH_201 FOR SIZE AND LOCATION. SIZE OF UNITSHALL BE CLEARLY INDICATED ON UNIT.F. BACKFLOW PRENVETERS: PIPES 1-1/2 INCH AND SMALLER: ASSE 1013, WILKINS975XL SERIES, ALL BRONZE, REDUCED-PRESSURE-TYPE WITH TWO BALL VALVES.PROVIDE STRAINER UPSTREAM. BACKFLOW PREVENTERS SHALL BE SERVICEABLEWITHOUT REMOVAL FROM PIPE LINE. PROVIDE INDIRECT DRAIN WITH AIR GAPFITTING. MANUFACTURERS: WATTS, CONBRACO, FEBCO, WATTS, AMES, OR MIFABBEECOG. GAUGE COCKS: POWELL FIG. 757, OR EQUAL BY ANVIL, WALTEC, VICTAULIC, WHITEROGERS.H. TEMPERATURE AND PRESSURE RELIEF VALVES: ASME-CODED, ALL-BRONZECONSTRUCTION WITH SEAT_TO_DISC ALIGNMENT THAT WILL NOT STICK ORFREEZE. SHALL START TO OPEN AT 230 DEG F AND SHALL BE FULLY OPEN AT 240DEG F. SHALL HAVE SNAP ACTION THERMOSTAT AND SENSING BULB SIZED TOWATER HEATER MANUFACTURER'S RECOMMENDATIONS. MANUFACTURERS:WATTS, MCDONNEL, WILKINS, CONBRACO. 1.3 PIPING INSTALLATION, GENERALA. GENERAL: PIPING SHALL BE INSTALLED IN A MANNER WHICH PERMITS EASYREMOVAL OF VALVES AND DISCONNECTION OF EQUIPMENT. UNIONS OR FLANGEDJOINTS SHALL BE INSTALLED FOR THIS PURPOSE. CONNECTIONS TO EQUIPMENTSHALL BE ARRANGED TO FACILITATE EASE OF REMOVAL AND SERVICE WITHOUTDISMANTLING OF THE RUN-OUTS OF MAIN PIPING, AND SHALL BE INSTALLED BYTHE USE OF MULTIPLE ELBOWS OR OTHER SIMILAR METHODS TO MINIMIZE STRAINON THE EQUIPMENT CONNECTIONS. DIELECTRIC SEPARATION: PROVIDEDIELECTRIC SEPARATION AT ALL COPPER PIPING AND VALVES CONNECTED TOFERROUS PIPING. BRASS OR BRONZE VALVES INSTALLED IN FERROUS PIPINGSHALL NOT REQUIRE DIELECTRIC SEPARATION. CONNECTIONS BETWEEN COPPERPIPING AND FERROUS FLANGED PIPING AND EQUIPMENT CONNECTIONS SHALL BEWITH A BRONZE COMPANION FLANGE WITH DIELECTRIC SEPARATION FORFLANGES AND BOLTS. CONNECTIONS BETWEEN COPPER PIPING AND SCREWEDFERROUS PIPING SHALL BE CLEARFLOW DIELECTRIC WATERWAY FITTINGS.PROVIDE ALL ROUGH_IN AND FINAL CONNECTIONS TO EQUIPMENT AND SERVICESINDICATED IN THE CONTRACT DOCUMENTS FOR EQUIPMENT AND SERVICES TO BEFUNCTIONAL. 1.4 BUILDING PIPING SYSTEM: INSTALLATIONA. DOMESTIC WATER: COLD, HOT, TEMPERED, RECIRCULATING: ALL PIPING SHALL BEINSTALLED AND PITCHED TO PROVIDE PROPER DRAINAGE. INSTALL DRAIN VALVESAT ALL LOW POINTS AND AS REQUIRED TO PROVIDE DRAINAGE FACILITIES FORTHE PIPING. WHEREVER SYSTEM IS SECTIONALIZED, INSTALL DRAIN VALVESBETWEEN EACH SECTIONAL SHUT_OFF VALVE. ALL HOT WATER PIPING SHALL BEPITCHED TO PROVIDE NATURAL GRAVITY RECIRCULATION REGARDLESS OF ARECIRCULATION PUMP. INSTALL PRESSURE GAUGE IN DOMESTIC COLD WATERMAIN AT WATER ENTRANCES TO BUILDING.B. SHOCK ELIMINATION: ALL PIPING SHALL BE PROTECTED AGAINST WATER SHOCK.INSTALL A WATER HAMMER ARRESTOR OF THE PROPER SIZE AT THE END OF THEMAIN, AT THE END OF ALL BRANCH LINES, AND AT THE END OF LINES SERVINGGROUPS OF FIXTURES. WATER HAMMER ARRESTORS SHALL BE SIZED ANDINSTALLED AS RECOMMENDED BY THE PLUMBING AND DRAINAGE INSTITUTE, ANDSHALL ELIMINATE WATER HAMMER. ALL WATER HAMMER ARRESTORS SHALL BEINSTALLED IN LOCATIONS WHERE THEY ARE READILY ACCESSIBLE FOR SERVICE.WHERE REQUIRED, PROVIDE SUITABLE ACCESS DOORS.C. CONTAMINATION PROTECTION: ALL NEW DISTRIBUTION SYSTEMS SHALL BEPROTECTED AGAINST CONTAMINATION DUE TO BACKFLOW FROM NON-POTABLESOURCES. PROVIDE AN APPROVED BACKFLOW PREVENTER OF THE REDUCEDPRESSURE ZONE TYPE AT EACH CONNECTION TO A FIXTURE WHERE INDICATEDOR REQUIRED BY CODE. PIPE TO NEAREST FLOOR DRAIN.D. BACKFLOW PREVENTION: INSTALL A CODE APPROVED BACKFLOW PREVENTERUNIT IN THE SERVICE MAIN, WHERE INDICATED ON THE DRAWINGS, OR ASREQUIRED BY CODE. INCLUDE STRAINER, DUAL_SERVICE SHUT-OFF VALVES,DOUBLE-CHECK VALVES, AND CHECK COCKS. PROPERLY SUPPORT, INDEPENDENTOF THE PIPING, WITH UNION CONNECTIONS.E. WATER METER: ARRANGE FOR AND PAY ALL COSTS INVOLVED IN THEINSTALLATION OF A WATER METER IN THE BUILDING SERVICE LINE, WHEREINDICATED. SUPPORT INDEPENDENT OF THE PIPING WITH UNION CONNECTIONS.INSTALLATION AND METER SHALL BE IN ACCORD WITH AND APPROVED BY THEWATER UTILITY COMPANY. 1.5 DOMESTIC WATER VALVESA. FOR SERVICE VALVES WITHIN COPPER PIPING OF 1/4 INCH THROUGH 2 INCH SIZE;TWO-PIECE BALL VALVE WITH BRONZE SOLDER ENDS, LEVER HANDLE, STAINLESSSTEEL BALL AND STEM, CLASS 150 SWP-600 W.O.G.B. FOR CHECK VALVES WITHIN HORIZONTAL STEEL OR COPPER LINES THROUGH 2INCH SIZE, BRONZE CHECK VALVE WITH TEFLON DISC, THREADED ENDS, CLASS 150SWP-300 W.O.G.C. ACCEPTABLE MANUFACTURERS: CHECK & BALL VALVES: NIBCO, HAMMOND,CRANE, JENKINS, POWELL, MILWAUKEE, HOMESTEAD, APOLLO, MUELLERD. VALVES SHALL BE LEAD-FREE. 1.6 VALVE INSTALLATIONA. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S WRITTENINSTRUCTIONS, AND ALL VALVES MUST BE SUITABLE FOR THE SERVICE INTENDED.B. PROVIDE SERVICE (ISOLATION) VALVE AT EVERY PIECE OF EQUIPMENT. SERVICEVALVES TO BE POSITIONED IN A MANNER TO ALLOW FOR EASE OF SERVICE ANDREMOVAL OF EQUIPMENT WITH MINIMUM DISRUPTION OF THE PIPING SYSTEM.C. ALL SHUT-OFF VALVES IN PLUMBING WATER SYSTEMS 2 INCH AND SMALLER SHALLBE BALL-TYPE. 1.7 PIPE INSULATIONA. NON-FLEXIBLE: O-C FIBERGLAS ASJ/SSL-II PIPE INSULATION WITH ALL SERVICEJACKET (ASJ). THERMAL CONDUCTIVITY (K VALUE): NOT GREATER THAN 0.23 ATMEAN TEMPERATURE OF 75 DEG F. APPLY TO THE FOLLOWING PIPING INTHICKNESS INDICATED: 2 INCH AND SMALLER: 1/2 INCHB. ACCEPTABLE MANUFACTURERS: GLASS FIBER PIPE COVERING, CALCIUM SILICATE,AND THERMAL INSULATING WOOL: MANVILLE, OWENS-CORNING, MANSON, KNAUF. 1.9 INSULATION APPLICATION - GENERALA. DO NOT INSULATE PIPING UNTIL SATISFACTORY COMPLETION OF REQUIREDPRESSURE TESTS.B. APPLY INSULATION TO CLEAN, DRY SURFACES WITH PIPE SURFACES AT ROOMTEMPERATURE.C. BUTT INSULATION FIRMLY TOGETHER WITH LONGITUDINAL AND END JOINTSSEALED WITH COMPATIBLE JACKETS, FACINGS AND ADHESIVES AS SPECIFIED.D. APPLY ADHESIVES, MASTICS AND COATINGS PER MANUFACTURER'SRECOMMENDATIONS AND AS SPECIFIED.E. ON COLD SURFACES WHERE VAPOR BARRIER JACKETS ARE USED, APPLYINSULATION WITH A CONTINUOUS, UNBROKEN VAPOR SEAL. ADEQUATELY INSULATE AND VAPOR SEAL HANGERS, SUPPORTS, AND ANCHORS THAT ARESECURED DIRECTLY TO COLD SURFACES TO PREVENT CONDENSATION.F. CONTINUE INSULATION THROUGH SLEEVES AND WALL AND CEILING OPENINGSEXCEPT INSULATION SHALL NOT CONTINUE THROUGH FIRE-RATED (2-HOUR ORGREATER) PARTITIONS, WALLS, FLOOR-CEILING SYSTEMS.G. INSULATE ALL FITTINGS, VALVE BODIES, FLANGES AND OTHER PIPELINEACCESSORIES. 1.10 PIPE HANGERS AND SUPPORTSA. HANGERS FOR PIPE SIZES 1/2 TO 1_1/2 INCH: CADMIUM PLATED CARBON STEEL,ADJUSTABLE SWIVEL SPLIT RING. USE PVC COATED OR COPPER PLATED FORCOPPER PIPING.B. HANGERS FOR PIPING THAT GETS INSULATED SHALL BE SIZED TO ALLOWINSULATION TO BE CONTINUOUS THROUGH HANGERS.C. WALL SUPPORT FOR PIPE SIZES TO 3 INCHES: CAST IRON HOOK.D. VERTICAL SUPPORT: STEEL RISER CLAMP.E. FLOOR SUPPORT FOR PIPE SIZES TO 8 INCHES: CAST IRON ADJUSTABLE PIPESADDLE, LOCKNUT NIPPLE, FLOOR FLANGE, AND CONCRETE PIER OR STEELSUPPORT.F. SHIELD FOR INSULATED PIPING 2 INCHES AND SMALLER: 18 GAGE GALVANIZEDSTEEL SHIELD OVER INSULATION IN 180 DEGREE SEGMENTS, MINIMUM 12 INCHESLONG AT PIPE SUPPORT.G. ACCEPTABLE MANUFACTURERS: PIPE HANGERS: ELCEN METAL PRODUCTS CO.,B-LINE SYSTEMS INC., CARPENTER AND PATERSON INC., ANVIL. 1.11 HANGER RODS AND ATTACHMENTSA. STEEL HANGER RODS: THREADED BOTH ENDS, THREADED ONE END, ORCONTINUOUS THREADED. USE CADMIUM PLATED RODS WHERE UNCONCEALED OREXPOSED TO THE ELEMENTS.B. BEAM CLAMPS (UP TO 8-INCH DIAMETER PIPE): TOP BEAM CLAMP, STEEL JAW,HOOK ROD WITH NUT AND SPRING WASHER STEEL EYE-BOLT. C-CLAMPS BYTHEMSELVES ARE EXPRESSLY PROHIBITED UNLESS OTHERWISE APPROVED BYSTRUCTURAL ENGINEER. 1.12 PIPE SLEEVES AND SEALANTSA. SLEEVES - GENERAL: SLEEVE ALL PIPING PASSING THROUGH WALLS, FLOORS,ROOFS, FOUNDATIONS, FOOTINGS AND GRADE BEAMS SUFFICIENT TO ALLOWFREE MOVEMENT OF PIPING.B. SLEEVE SIZES: LENGTH: ENDS FLUSH WITH FINISHED SURFACES. DIAMETER:MINIMUM 3 INCH, MINIMUM 1 INCH LARGER THAN PIPE AND PIPE INSULATION,DIAMETER SUITABLE FOR CONSTRUCTION TOLERANCES AND TO RECEIVESEALANT, WHEN INDICATED.C. SEALANTS: SEAL ANNULAR SPACE AROUND PIPING: FOR FIRE- AND SMOKE-RATEDFLOORS, WALLS AND PARTITIONS: USE UL-LISTED FIRESTOPPING MATERIAL THATMAINTAINS FIRE-RATED WALL AND FLOOR INTEGRITY. PROVIDE PROPER MATERIALFOR EACH TYPICAL APPLICATION AS DESCRIBED BY MANUFACTURER.ACCEPTABLE MANUFACTURERS: DOW CORNING "FIRE STOP", NELSON"FLAMESEAL", 3M "FIRE BARRIER", PIPE SHIELDS INC., MODEL WFB, DFB, OR QDFBSERIES, PROSET SYSTEMS. FOR NON-RATED WALLS AND PARTITIONS: USEMINERAL OR GLASS FIBER INSULATION. FOR EXTERIOR AND FOUNDATION WALLS:USE SYNTHETIC RUBBER SEALS, "LINK-SEAL" WATERPROOF MATERIAL OR SYSTEM. 1.13 CLEANING AND PREPARATION FOR SERVICEA. FLUSHING MAINS. IMMEDIATELY UPON COMPLETION OF THE WATER DISTRIBUTIONSYSTEM, TEST VALVES TO ENSURE THEIR FULL OPENING. FLUSH THE SYSTEM ASFOLLOWS: OPEN VALVE AND PERMIT THE FLOW TO CONTINUE UNTIL THE WATERRUNS CLEAR. REPEAT THE OPERATION AT THE NEXT VALVE AND PROCEED INORDER TO THE VALVE FARTHEST FROM THE SOURCE OF SUPPLY. USE OUTLETS INBUILDING TO FLUSH THE UPPER ENDS OF MAINS AND SERVICE LINES. DURINGSUCH FLUSHING OPERATION, THE A/E MAY TEST THE FLOWS FROM VALVES AND,BEFORE FINAL ACCEPTANCE OF THE WORK, MAKE FURTHER TESTS OF FLOWS TOASCERTAIN THAT LINES ARE CLEAR.B. INTERIOR AND EXTERIOR STERILIZATION OF WATER DISTRIBUTION SYSTEM.AFTER THE WATER DISTRIBUTION SYSTEM HAS BEEN FLUSHED, STERILIZE THESYSTEM BY THE FOLLOWING OR OTHER, MORE RIGID METHODS SATISFACTORY TOTHE A/E AND THE STATE AND LOCAL PLUMBING AUTHORITIES. INTRODUCECHLORINE OR A SOLUTION OF CALCIUM OR SODIUM HYPOCHLORITE, FILLING THELINES SLOWLY AND APPLYING THE STERILIZING AGENT AT A RATE OF 50 PARTSPER MILLION OF CHLORINE, AS DETERMINED BY RESIDUAL CHLORINE TESTS ATTHE ENDS OF THE LINES. OPEN AND CLOSE ALL VALVES AND HYDRANTS WHILECHLORINATING THE SYSTEM. AFTER STERILIZATION AGENT HAS BEEN APPLIEDFOR 24 HOURS, TEST FOR RESIDUAL CHLORINE AT THE ENDS OF THE LINES. IFLESS THAN 25 PPM IS INDICATED, REPEAT THE STERILIZATION PROCESS. WHENTESTS SHOW AT LEAST 25 PPM OF RESIDUAL CHLORINE, FLUSH THE SYSTEM UNTILALL TRACES OF THE CHEMICAL ARE REMOVED.C.THE OWNER RESERVES THE RIGHT TO REQUIRE TESTING OF THE WATER AGAIN ATANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK AND, IF FOUNDBACTERIOLOGICALLY UNSAFE, TO REQUIRE THE CONTRACTOR TO RECHLORINATETHE SYSTEM UNTIL THE WATER IS PROVEN EQUAL TO THAT SUPPLIED BY THEPUBLIC SYSTEM. SECTION 22 13 13 - BUILDING SANITARY 1.1 PIPE MATERIALSA. GENERAL: ALL PIPE SHALL BE CUT OFF EVEN AND REAMED FULL BORE. THREADSSHALL BE CUT SMOOTH, TRUE AND TO FULL STANDARD SIZE. PIPING SHALL BEINSTALLED CLEAN OF CHIPS, BURRS OR OIL. NO SALVAGED OR USED PIPE SHALLBE USED WITHOUT THE WRITTEN APPROVAL OF THE A/E OR OWNER. WHEREVERSUCH APPROVAL IS GIVEN, RECUT THE ENDS OF THE PIPE, SQUARE, CUT NEWTHREADS ON SCREWED PIPE, AND THOROUGHLY CLEAN THE PIPE OF ALL RUST,DIRT, SCALE AND FOREIGN MATTER BEFORE INSTALLATION. HUBLESS CAST IRONPIPE AND FITTINGS SHALL BE MANUFACTURED FROM GRAY CAST IRON AND SHALLCONFORM TO ASTM A 888 AND CISPI STANDARD 301. ALL PIPE AND FITTINGS SHALLBE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPEINSTITUTE AND LISTED BY NSF INTERNATIONAL. HUB AND SPIGOT CAST IRON PIPEAND FITTINGS SHALL BE MANUFACTURED FROM GRAY CAST IRON AND SHALLCONFORM TO ASTM A 74. ALL PIPE AND FITTINGS SHALL BE MARKED WITH THECOLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE AND LISTED BYNSF INTERNATIONAL.B. BURIED SOIL, WASTE, AND VENT PIPING: ASTM A74 SERVICE WEIGHT CAST IRONPIPE, BITUMASTIC-COATED, BELL AND SPIGOT JOINTS, DRAINAGE FITTINGS WITHASTM C564 GASKETED JOINTS OR CISPI 301 HUBLESS CAST IRON PIPE,BITUMASTIC-COATED, MECHANICAL JOINTS, DRAINAGE FITTINGS WITH 304CORRUGATED STAINLESS STEEL COUPLINGS.C. ABOVE-GROUND SOIL, WASTE AND VENT: CISPI 301 HUBLESS CAST IRON PIPE,BITUMASTIC-COATED, MECHANICAL JOINTS, DRAINAGE FITTINGS WITH 304CORRUGATED STAINLESS STEEL COUPLINGS OR ASTM A74 SERVICE WEIGHT CASTIRON PIPE, BITUMASTIC-COATED, BELL AND SPIGOT JOINTS, DRAINAGE FITTINGSWITH ASTM C564 GASKETED JOINTS. 1.2 PIPING AUXILIARIES/SPECIALTIESA. GENERAL: ALL AUXILIARIES AND SPECIALTIES SHALL BE GUARANTEED BY THEMANUFACTURER FOR THE PRESSURE, TEMPERATURE AND MATERIALS BEINGHANDLED, AND SHALL BE SUITABLE FOR THE PIPING TO WHICH THEY AREATTACHED.B. VENT FLASHINGS: FURNISH 6 LB. LEAD FLASHING FOR GENERAL CONTRACTORINSTALLATION. FLASHING SHALL EXTEND 12 INCHES IN ALL DIRECTIONS, SEALEDBETWEEN ROOFING PLIES, EXTENDED UP TO END OF VENT AND CLAMPED WITHVANDALPROOF VENT CAP.C. HUBLESS CAST IRON COUPLINGS: SHIELD CONSTRUCTED OF TYPE 301 OR 304STAINLESS STEEL MEETING ASTM A167-84. NEOPRENE GASKETS SHALL CONFORMTO ASTM C564. COUPLINGS SHALL HAVE A MINIMUM OF 2 SCREWDRIVER BANDS.THE USE OF SEALANT OR ADHESIVES ON COUPLINGS IS NOT PERMITTED UNLESSAPPROVED BY THE MANUFACTURER. MANUFACTURERS: CLAMP-ALL, HUSKY,TYLER, MISSION, AND CHARLOTTE. 1.3 CLEANOUTSA. GENERAL: CAPABLE OF ADJUSTMENT TO MATCH FINISH SURFACE. BE ROUND.ALL COVER PLATES/PLUGS SHALL BE PERMANENTLY LABELED TO MATCH THEDRAIN SERVICE. FOR CAST IRON FITTINGS. CAST IRON CLEAN-OUTMANUFACTURERS: JOSAM, J.R. SMITH, WADE, ZURN, WATTS OR MIFAB.B. FINISHED FLOOR AND TILE FLOOR: J. R. SMITH FIG. 4020, DUCO CAST IRON BODYAND FRAME WITH ROUND ADJUSTABLE SCORIATED NICKEL BRONZE TOP. TOPLABELED CO. PROVIDE NICKEL BRONZE CARPET CLAMPING FRAME WITHVANDALPROOF SCREW IN CARPETED AREAS.C. UNFINISHED FLOOR AND EQUIPMENT AREA FLOOR: J. R. SMITH FIG. 4240, DUCOCAST IRON BODY AND FRAME WITH ROUND ADJUSTABLE SCORIATED CAST IRONTOP. TOP LABELED CO.D. WALL CLEANOUT J. R. SMITH FIG. 4422, DUCO CAST IRON CAULK FERRULE WITHVAST BRONZE TAPER THREAD PLUG AND PRIME-COATED STEEL SHALLOW COVER.VANDALPROOF SCREWS. 1.4 FLASHINGS: INSTALLATIONA. GENERAL: ALL PENETRATIONS OF ROOFS AND SIMILAR AREAS REQUIRED FORINSTALLATION OF VENTS, ROOF DRAINS, AND PIPING UNDER THIS DIVISION SHALLBE PROPERLY FLASHED AND MADE WATERTIGHT. COORDINATE WITH ALLNECESSARY GENERAL TRADES WORK SUFFICIENTLY IN ADVANCE AND INSTALL INCONJUNCTION WITH ROOFING INSTALLATION.B. FLASHING OF VENT AND SOIL PIPE EXTENSIONS: ALL VENT AND SOIL PIPEEXTENSIONS THROUGH ROOF SHALL BE MINIMUM 3-INCH SIZE AND FLASHED WITH6 LB. SHEET LEAD OR 16 OZ COPPER, 24-INCH SQUARE, WITH SLEEVE SOLDERED ON, EXTENDING TO TOP OF PIPE AND TURNED DOWN 2-INCH INSIDE. 1.5 BUILDING DRAINAGE SYSTEM: INSTALLATIONA. GENERAL: ALL SANITARY LINES SHALL BE OF THE SIZES NOTED AND ROUTED ASINDICATED. UNLESS OTHERWISE INDICATED OR REQUIRED BY CODES, ALLBUILDING DRAINS SHALL BE INSTALLED WITH A MINIMUM UNIFORM GRADE OF ONEPERCENT (1%). NO UNDERGROUND DRAINS SHALL BE INSTALLED IN WATER.TRENCHES SHALL BE DRY AND ACCEPTABLE BEFORE LAYING OF PIPE. ALLOVERHEAD LINES SHALL BE INSTALLED AS CLOSE TO THE BUILDING STRUCTUREAS POSSIBLE. ALL OVERHEAD CAST IRON DRAINS SHALL BE SUPPORTED AT EACHJOINT, EACH CHANGE OF DIRECTIONS, EACH CAST IRON TRAP, AND ALLNECESSARY INTERMEDIATE POINTS TO MAINTAIN A UNIFORM PITCH WITHOUTSAGGING OR POCKETING OF THE LINE.B. TRAPS: INSTALL ON ALL WASTE AND SOIL DISCHARGE CONNECTIONS, AND WHEREINDICATED. LOCATE FOR EASE OF SERVICE. ANY OTHER TRAPS REQUIRED BYOFFICIAL BODIES HAVING JURISDICTION SHALL BE INSTALLED AT NO ADDITIONALCOST TO THE OWNER. WHERE TRAPS ON PLUMBING FIXTURES ARE INSTALLEDBELOW GRADE OR OTHERWISE CONCEALED, A CLEAN-OUT SHALL BE INSTALLED INTHE ADJACENT FINISHED SURFACE AS INDICATED. 1.6 PIPE HANGERS AND SUPPORTSA. HANGERS FOR PIPE SIZES 1/2 TO 1_1/2 INCH: CADMIUM PLATED CARBON STEEL,ADJUSTABLE SWIVEL SPLIT RING. USE PVC COATED OR COPPER PLATED FORCOPPER PIPING.B.HANGERS FOR PIPE SIZES 2 AND OVER: CARBON STEEL, ADJUSTABLE, CLEVISTYPE.C. WALL SUPPORT FOR PIPE SIZES TO 3 INCHES: CAST IRON HOOK.D. WALL SUPPORT FOR PIPE SIZES 4 INCHES AND OVER: WELDED STEEL BRACKETAND WROUGHT STEEL CLAMP.E. VERTICAL SUPPORT: STEEL RISER CLAMP.F. FLOOR SUPPORT FOR PIPE SIZES TO 8 INCHES: CAST IRON ADJUSTABLE PIPESADDLE, LOCKNUT NIPPLE, FLOOR FLANGE, AND CONCRETE PIER OR STEELSUPPORT.G. ACCEPTABLE MANUFACTURERS: PIPE HANGERS: ELCEN METAL PRODUCTS CO.,B-LINE SYSTEMS INC., CARPENTER AND PATERSON INC., ANVIL. 1.7 HANGER RODS AND ATTACHMENTSA. STEEL HANGER RODS: THREADED BOTH ENDS, THREADED ONE END, ORCONTINUOUS THREADED. USE CADMIUM PLATED RODS WHERE UNCONCEALED OREXPOSED TO THE ELEMENTS.B. BEAM CLAMPS (UP TO 8-INCH DIAMETER PIPE): TOP BEAM CLAMP, STEEL JAW,HOOK ROD WITH NUT AND SPRING WASHER STEEL EYE-BOLT. C-CLAMPS BYTHEMSELVES ARE EXPRESSLY PROHIBITED UNLESS OTHERWISE APPROVED BYSTRUCTURAL ENGINEER. 1.8 PIPE SLEEVES AND SEALANTSA. SLEEVES - GENERAL: SLEEVE ALL PIPING PASSING THROUGH WALLS, FLOORS,ROOFS, FOUNDATIONS, FOOTINGS AND GRADE BEAMS SUFFICIENT TO ALLOWFREE MOVEMENT OF PIPING.B. SLEEVE SIZES: LENGTH: ENDS FLUSH WITH FINISHED SURFACES. DIAMETER:MINIMUM 3 INCH, MINIMUM 1 INCH LARGER THAN PIPE AND PIPE INSULATION,DIAMETER SUITABLE FOR CONSTRUCTION TOLERANCES AND TO RECEIVESEALANT, WHEN INDICATED.C. SEALANTS: SEAL ANNULAR SPACE AROUND PIPING: FOR FIRE- AND SMOKE-RATEDFLOORS, WALLS AND PARTITIONS: USE UL-LISTED FIRESTOPPING MATERIAL THATMAINTAINS FIRE-RATED WALL AND FLOOR INTEGRITY. PROVIDE PROPER MATERIALFOR EACH TYPICAL APPLICATION AS DESCRIBED BY MANUFACTURER.ACCEPTABLE MANUFACTURERS: DOW CORNING "FIRE STOP", NELSON"FLAMESEAL", 3M "FIRE BARRIER", PIPE SHIELDS INC., MODEL WFB, DFB, OR QDFBSERIES, PROSET SYSTEMS. FOR NON-RATED WALLS AND PARTITIONS: USEMINERAL OR GLASS FIBER INSULATION. FOR EXTERIOR AND FOUNDATION WALLS:USE SYNTHETIC RUBBER SEALS, "LINK-SEAL" WATERPROOF MATERIAL OR SYSTEM. SECTION 22 20 00 - FACILITY NATURAL GAS SYSTEM 1.1 PIPINGA. BELOW-GROUND PIPE 5 FEET FROM THE BUILDING TO ABOVE-GROUND AT THEBUILDING SHALL BE SCHEDULE 40 WELDED-JOINT STEEL PIPE WITHFACTORY-APPLIED PROTECTIVE COATING, SUCH AS X-TRUCOTE. JOINTS SHALL BEFIELD-COATED WITH THE SAME MATERIAL APPLIED AS RECOMMENDED BY THEMANUFACTURER. IF UNDER GROUND GAS DISTRIBUTION PIPE IS STEEL, PROVIDEA DIELECTRIC UNION AT POINT OF CONNECTION. INSTALL A 17-POUND ANODEPACK BETWEEN THE BUILDING AND 5 FEET OUTSIDE THE BUILDING NEXT TO THECONNECTION TO THE MAIN SERVICE PIPE. ATTACH THE ANODE LEAD WIRE TO THEPIPING BY MEANS OF AN EXOTHERMIC WELD, FOLLOWING THE INSTRUCTIONS OFTHE MANUFACTURER.B. ABOVE-GROUND GAS PIPING: STANDARD WEIGHT, SCHEDULE 40, WELDED ORSCREWED, BLACK CARBON STEEL PIPE, ANSI/ASTM A53.1. 1-1/2 INCHES AND SMALLER: 150 LB. SCREWED MALLEABLE BLACK IRONFITTINGS.2. 1-1/2 INCHES AND SMALLER IN CONCEALED SPACES: SCHEDULE 40 BLACKSTEEL WITH SOCKET WELDED FITTINGS.3. 2 INCHES TO 2-1/2 INCHES: WELDED OR FORGED STEEL FITTING, SOCKETWELDED AND THREADED.4. 3 INCHES AND LARGER: FORGED STEEL BUTT WELDED, FLANGED, 150 SWP.PROVIDE GASKETS SUITABLE FOR NATURAL GAS.C. ALL CONCEALED PIPING SHALL BE WELDED.D. ALL GAS PIPING EXPOSED TO OUTSIDE WEATHER ENVIRONMENT SHALL BEPROTECTED FROM CORROSION BY APPLICATION OF A NON-METALLIC-BASEDPAINTING SYSTEM SPECIFICALLY DESIGNED AND MANUFACTURED FORPROTECTION OF STEEL STRUCTURES. COLOR AS SELECTED BY OWNER. THEUNION OF THE UNDERGROUND COATING AND ABOVE-GROUND PAINT SHALL BE ATLEAST 2 INCHES ABOVE FINISHED GRADE AND SHALL BE WELL-BONDED BYAPPLICATION OF THE COATING MATERIALS.E. GAS PIPING WITHIN THE BUILDING SHALL BE ELECTRICALLY CONTINUOUS ANDBONDED TO A GROUNDING ELECTRODE. 1.2 ACCESSORIESA. GAS COCKS SHALL BE ROCKWELL NORDSTROM LUBRICATED PLUG, FIG. 114 OR 115(REGULAR PATTERN), OR FIG. 142 OR 143 (SHORT PATTERN).B. GAS PRESSURE REGULATORS SHALL BE AS MANUFACTURED BY EQUIMETER,SPENCE OR FISHER. REGULATOR SHALL HAVE CAST IRON BODY, DIE-CASTALUMINUM ALLOY DIAPHRAGM CASE AND ALUMINUM OR BRASS ORIFICES. SPRINGSHALL BE ADJUSTABLE AND SELECTED FOR AN OUTLET PRESSURE OF 7-INCH TO14-INCH W.C. PROPERLY VENT GAS PRESSURE REGULATORS TO THE OUTDOORATMOSPHERE WITH SCREENED VENT CAPS.C. PROVIDE GRINNELL FIGURE 13 OR FIGURE 2, FEE AND MASON OR CRANENICKEL_PLATED STEEL PLATES ON EXPOSED PIPES PASSING THROUGH WALLS,CEILINGS, FLOORS, AND PARTITIONS. 1.3 INSTALLATIONA. GAS PIPING SYSTEM INSTALLATION SHALL CONFORM TO THE STANDARD FOR THEINSTALLATION OF GAS APPLIANCES AND GAS PIPING USA Z21.30, ANSI Z106.1, NFPANO. 54 AND NO. 58, THE RULES OF LOCAL AND STATE REGULATORY AGENCIESGOVERNING THE INSTALLATION OF GAS PIPING, THE GAS UTILITY ENERGY CODEFOR INDIRECT GAS SERVICE, AND LOCAL GAS UTILITY COMPANY.B. LOCATIONS AND ARRANGEMENTS: DRAWINGS (PLANS, SCHEMATICS, ANDDIAGRAMS) INDICATE THE GENERAL LOCATION AND ARRANGEMENT OF PIPINGSYSTEMS. DESIGN LOCATIONS AND ARRANGEMENTS OF PIPING TAKE INTOCONSIDERATION PIPE SIZING, FLOW DIRECTION, SLOPE OF PIPE, EXPANSION, ANDOTHER DESIGN CONSIDERATIONS. SO FAR AS PRACTICAL, INSTALL PIPING ASINDICATED.C. CONCEALED LOCATIONS: EXCEPT AS SPECIFIED BELOW, INSTALL GAS PIPING (INMASONRY WALLS) IN AN AIRTIGHT CONDUIT CONSTRUCTED OF SCHEDULE 40SEAMLESS BLACK STEEL WITH WELDED JOINTS. VENT CONDUIT TO THE OUTSIDEAND TERMINATE WITH A SCREENED VENT CAP.1. ABOVE-CEILING LOCATIONS: GAS PIPING MAY BE INSTALLED IN ACCESSIBLEABOVE-CEILING SPACES (SUBJECT TO THE APPROVAL OF THE AUTHORITYHAVING JURISDICTION), WHETHER OR NOT SUCH SPACES ARE USED AS APLENUM. VALVES SHALL NOT BE LOCATED IN SUCH SPACES. PIPING INPLENUMS SHALL BE WELDED.2. IN FLOORS: PIPING INSTALLED IN FLOORS SHALL HAVE PROTECTIVEWRAPPING SPECIFIED IN PART 2 ABOVE. PIPING CAST IN CONCRETE SLABSSHALL BE SURROUNDED WITH A MINIMUM OF 1-1/2 INCHES OF CONCRETEAND SHALL NOT BE IN PHYSICAL CONTACT WITH OTHER METALLICSTRUCTURES SUCH AS REINFORCING RODS OR ELECTRICALLY NEUTRALCONDUCTORS. PIPING SHALL NOT BE EMBEDDED IN CONCRETE SLABSCONTAINING QUICK-SET ADDITIVES OR CINDER AGGREGATE. PIPING SHALLBE WELDED.3.PIPING IN PARTITIONS: CONCEALED PIPING SHALL NOT BE LOCATED IN SOLIDPARTITIONS.4. PROHIBITED LOCATIONS: DO NOT INSTALL GAS PIPING IN OR THROUGH ACIRCULATING AIR DUCT, CLOTHES CHUTE, CHIMNEY OR GAS VENT,VENTILATING DUCT, DUMBWAITER OR ELEVATOR SHAFT. THIS DOES NOTAPPLY TO ACCESSIBLE ABOVE-CEILING SPACE SPECIFIED ABOVE.D. DRIPS AND SEDIMENT TRAPS: INSTALL A DRIP LEG AT POINTS WHERECONDENSATE MAY COLLECT, AT THE OUTLET OF THE GAS METER, AND IN ALOCATION READILY ACCESSIBLE TO PERMIT CLEANING AND EMPTYING. DO NOTINSTALL DRIPS WHERE CONDENSATE IS LIKELY TO FREEZE. CONSTRUCT DRIPSAND SEDIMENT TRAPS USING A TEE FITTING WITH THE BOTTOM OUTLET PLUGGEDOR CAPPED. USE A MINIMUM OF 3 PIPE DIAMETERS IN LENGTH FOR THE DRIP LEG.USE SAME SIZE PIPE FOR DRIP LEG AS THE CONNECTED PIPE. DRIP LEGS ATEQUIPMENT CONNECTIONS SHALL BE DOWN STREAM OF VALVE. E. USE FITTINGS FOR ALL CHANGES IN DIRECTION AND ALL BRANCH CONNECTIONS.F. INSTALL EXPOSED PIPING AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS.DIAGONAL RUNS ARE NOT PERMITTED, UNLESS EXPRESSLY INDICATED.G. INSTALL PIPING FREE OF SAGS OR BENDS AND WITH AMPLE SPACE BETWEENPIPING TO PERMIT PROPER INSULATION APPLICATIONS.H. CONCEAL ALL PIPE INSTALLATIONS IN WALLS, PIPE CHASES, UTILITY SPACES,ABOVE CEILINGS, BELOW GRADE OR FLOORS, UNLESS INDICATED TO BE EXPOSEDTO VIEW.I. INSTALL PIPING TIGHT TO SLABS, BEAMS, JOISTS, COLUMNS, WALLS, AND OTHERPERMANENT ELEMENTS OF THE BUILDING. PROVIDE SPACE TO PERMITINSULATION APPLICATIONS, WITH 1-INCH CLEARANCE OUTSIDE THE INSULATION.ALLOW SUFFICIENT SPACE ABOVE REMOVABLE CEILING PANELS TO ALLOW FORPANEL REMOVAL.J. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER, SPACED TO PERMITAPPLYING INSULATION AND SERVICING OF VALVES.K. INSTALL GAS PIPING AT A UNIFORM GRADE OF 1/4 INCH IN 15 FEET, UPWARD TORISERS, AND FROM THE RISERS TO THE METER, OR SERVICE REGULATOR WHENMETER IS NOT PROVIDED, OR THE EQUIPMENT.L. MAKE REDUCTIONS IN PIPE SIZES USING ECCENTRIC REDUCER FITTINGSINSTALLED WITH THE LEVEL SIDE DOWN.M. CONNECT BRANCH OUTLET PIPES FROM THE TOP OR SIDES OF HORIZONTAL LINES,NOT FROM THE BOTTOM.N. INSTALL UNIONS IN THREADED PIPES, ADJACENT TO EACH VALVE, AT FINALCONNECTIONS TO EACH PIECE OF EQUIPMENT, AND ELSEWHERE AS INDICATED.UNIONS ARE NOT REQUIRED ON FLANGED DEVICES.O. INSTALL DIELECTRIC UNIONS WHERE PIPING OF DISSIMILAR METALS ARE JOINED.P. INSTALL FLANGES IN WELDED PIPING, ON VALVES, APPARATUS, AND FINALCONNECTIONS TO EACH PIECE OF EQUIPMENT.Q. INSTALL STRAINERS ON THE SUPPLY SIDE OF EACH CONTROL VALVE, PRESSUREREDUCING VALVE, PRESSURE REGULATING VALVE, SOLENOID VALVE, ANDELSEWHERE AS INDICATED. 1.4 PIPE JOINT CONSTRUCTIONA. WELDED JOINTS: COMPLY WITH THE REQUIREMENTS IN ASME BOILER ANDPRESSURE VESSEL CODE, SECTION IX.B. THREADED JOINTS: CONFORM TO ANSI B1.20.1, TAPERED PIPE THREADS FORFIELD-CUT THREADS. JOIN PIPE, FITTINGS, AND VALVES AS FOLLOWS:1. NOTE THE INTERNAL LENGTH OF THREADS IN FITTINGS OR VALVE ENDS, ANDPROXIMITY OF INTERNAL SEAT OR WALL, TO DETERMINE HOW FAR PIPESHOULD BE THREADED INTO JOINT. REFER TO NFPA 54, FOR GUIDE FORNUMBER AND LENGTH OF THREADS FOR FIELD THREADING STEEL PIPE.2. ALIGN THREADS AT POINT OF ASSEMBLY.3. APPLY APPROPRIATE TAPE TO THREAD COMPOUND TO THE EXTERNAL PIPETHREADS.4. ASSEMBLE JOINT TO APPROPRIATE THREAD DEPTH. WHEN USING A WRENCHON VALVES PLACE THE WRENCH ON THE VALVE END INTO WHICH THE PIPE ISBEING THREADED.5. DAMAGED THREADS: DO NOT USE PIPE WITH THREADS WHICH ARECORRODED OR DAMAGED. IF A WELD OPENS DURING CUTTING ORTHREADING OPERATIONS, THAT PORTION OF PIPE SHALL NOT BE USED.C. FLANGED JOINTS: ALIGN FLANGES SURFACES PARALLEL. ASSEMBLE JOINTS BYSEQUENCING BOLT TIGHTENING TO MAKE INITIAL CONTACT OF FLANGES ANDGASKETS AS FLAT AND PARALLEL AS POSSIBLE. USE SUITABLE LUBRICANTS ONBOLT THREADS. TIGHTEN BOLTS GRADUALLY AND UNIFORMLY TO APPROPRIATETORQUE SPECIFIED BY THE BOLT MANUFACTURER. 1.5 VALVE APPLICATIONSA. GENERAL: THE DRAWINGS INDICATE VALVE TYPES, LOCATIONS, ANDARRANGEMENTS.B. SHUT-OFF DUTY: USE GAS COCKS SPECIFIED IN ABOVE. 1.6 VALVE INSTALLATIONSA. INSTALL VALVES IN ACCESSIBLE LOCATIONS, PROTECTED FROM PHYSICALDAMAGE. TAG VALVES WITH A METAL TAG ATTACHED WITH A METAL CHAININDICATING THE PIPING SYSTEMS SUPPLIED.B. INSTALL A GAS COCK UPSTREAM OF EACH GAS PRESSURE REGULATOR. WHERETWO GAS PRESSURE REGULATORS ARE INSTALLED IN SERIES IN A SINGLE GASLINE, A MANUAL VALVE IS NOT REQUIRED AT THE SECOND REGULATOR.C. INSTALL PRESSURE RELIEF OR PRESSURE LIMITING DEVICES SO THEY CAN BEREADILY OPERATED TO DETERMINE IF THE VALVE IS FREE; SO THEY CAN BETESTED TO DETERMINE THE PRESSURE AT WHICH THEY WILL OPERATE; ANDEXAMINED FOR LEAKAGE WHEN IN THE CLOSED POSITION. 1.7 ELECTRICAL BONDING AND GROUNDINGA. INSTALL ABOVE-GROUND PORTIONS OF GAS PIPING SYSTEMS, UPSTREAM FROMEQUIPMENT SHUT-OFF VALVES ELECTRICALLY CONTINUOUS AND BONDED TO AGROUNDING ELECTRODE IN ACCORDANCE WITH NFPA 70 - "NATIONAL ELECTRICALCODE."B. DO NOT USE GAS PIPING AS A GROUNDING ELECTRODE.C. CONFORM TO NFPA 70, NATIONAL ELECTRICAL CODE, FOR ELECTRICALCONNECTIONS BETWEEN WIRING AND ELECTRICALLY-OPERATED CONTROLDEVICES. 1.8 FIELD QUALITY CONTROLA. PIPING TESTS: INSPECT, TEST, AND PURGE NATURAL GAS SYSTEMS INACCORDANCE WITH NFPA 54 AND LOCAL UTILITY REQUIREMENTS. SECTION 22 33 00 - DOMESTIC WATER HEATER 1.1 GAS-TYPE TANK-LESS WATER HEATERHEATER(S) SHALL BE LISTED BY UNDERWRITERS' LABORATORIES. A. ULTRA LOW NOX BURNERS MEETS SCAQMD RULE 1146.2 REQUIREMENTS.B. TEMPERATURE CONTROL (ADJUSTABLE THROUGH A RANGE OF 110° TO 140°F ONSINGLE ELEMENT AND 120° TO 180°F ON DUAL ELEMENT) AND MANUAL RESET HIGHTEMPERATURE CUTOFF PER ELEMENT (DUAL ELEMENT MODELS).C. TEMPERATURE AND PRESSURE RELIEF VALVE: ASME-RATED AND LABELED.D. THE DRAIN VALVE SHALL BE LOCATED IN THE FRONT FOR EASE OF SERVICING.E. WATER HEATER SHALL BE COVERED BY A 3-YEAR LIMITED WARRANTY AGAINSTFAILURE DUE TO METAL FATIGUE OR OVERHEATING CAUSED BY BUILDUP OF SAND,SEDIMENT OR SLUDGE.F. DIGITAL REMOTE CONTROL SHOWS TEMPERATURE SETTING AND SERVICESCODES.G. HEATER TO BE SET TO MAINTAIN 120 DEGREES.H. HEATER SHALL HAVE BUILT-IN RE-CIRCULATION PUMP.I. MANUFACTURERS: RHEEM OR EQUIVALENT. 1.2 EXPANSION TANKA. DIAPHRAGM-TYPE PRE-PRESSURIZED EXPANSION TANK FOR POTABLE WATERSTORAGE. LINER SHALL BE POLYPROPYLENE. FLEXIBLE HEAVY-DUTYPRECHARGED BUTYL DIAPHRAGM. UNIT SHALL BE ASME-STAMPED AND -LABELED.CHARGE UNIT TO INCOMING WATER PRESSURE AFTER REDUCED PRESSUREBACKFLOW PREVENTER. WORKING PRESSURE OF 150 PSI.B. MANUFACTURERS: AMTROL, ARMSTRONG, WATTS, WESSEL, TACO, OR EQUAL. 1.3 WATER HEATER INSTALLATIONA. GENERAL: SET AND CONNECT UNITS IN ACCORDANCE WITH MANUFACTURER'SWRITTEN INSTALLATIONS INSTRUCTIONS. INSTALL UNITS PLUMB AND LEVEL,FIRMLY ANCHORED IN LOCATIONS INDICATED AND MAINTAIN MANUFACTURER'SRECOMMENDED CLEARANCES. ORIENT SO CONTROLS AND DEVICES NEEDINGSERVICING ARE ACCESSIBLE. 1.4 CONNECTIONSA. PIPING INSTALLATION REQUIREMENTS ARE SPECIFIED IN OTHER SECTIONS OFDIVISION 22. THE DRAWINGS INDICATE GENERAL ARRANGEMENT OF PIPING,FITTINGS AND SPECIALTIES. THE FOLLOWING ARE SPECIFIC CONNECTIONREQUIREMENTS: INSTALL PIPING ADJACENT TO EQUIPMENT ARRANGED TO ALLOWSERVICING AND MAINTENANCE. CONNECT HOT AND COLD WATER PIPING TO UNITSWITH SHUT-OFF VALVES AND UNIONS. EXTEND RELIEF VALVE DISCHARGEFULL-SIZE TO CLOSEST FLOOR DRAIN. WHERE WATER HEATER PIPINGCONNECTIONS ARE DISSIMILAR METALS, MAKE CONNECTIONS WITH DIELECTRICFITTINGS OR DIELECTRIC UNIONS. INSTALL EXPANSION TANKS AT COLD WATERINLET PIPING AS SHOWN ON DRAWINGS. INSTALL DRAIN AS INDIRECT WASTE SPILLINTO OPEN DRAIN OR OVER FLOOR DRAIN. INSTALL DRAIN VALVES AT LOW POINTIN WATER PIPING, FOR WATER HEATERS NOT HAVING TANK DRAIN.B. ELECTRIC CONNECTIONS: POWER WIRING AND DISCONNECT SWITCHES AREASPECIFIED IN DIVISION 26. GROUNDING: CONNECT UNIT COMPONENTS TOGROUND IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. SECTION 22 40 00 - PLUMBING FIXTURES 1.1 MATERIALS - GENERALA. ACCEPTABLE MANUFACTURERS1. PLUMBING FAUCETS: CHICAGO FAUCET, JUST, AMERICAN STANDARD,KOHLER, SYMMONS, SPEAKMAN, AND MOEN.2. VITREOUS CHINA PLUMBING FIXTURES: AMERICAN STANDARD, KOHLER,GERBER.3. CLOSET SEATS: CHURCH, SPERZEL, BEMIS, BENEKE, AND CENTOCO.4. STAINLESS STEEL SINKS: ELKAY, JUST, METCRAFT, AND SOUTHERNKITCHENS.5. CARRIERS: JOSAM, SMITH, WADE, WATTS, ZURN OR MIFAB. B. PLUMBING FIXTURES - GENERAL: CONSTRUCTED OR EQUIPPED WITH ANTI-SIPHONDEVICES TO PREVENT SIPHONING WASTE MATERIAL INTO POTABLE WATERSUPPLY SYSTEM.C. ESCUTCHEONS AND PLATES: CONCEAL ALL HOLES WHERE PIPES PASS THROUGHWALLS, FLOORS OR CEILINGS; USE PLATES OR ESCUTCHEONS.D. PIPING EXPOSED IN FINISHED AREAS (INCLUDING FITTINGS AND TRIM):CHROMIUM-PLATED OR NICKEL-PLATED BRASS WITH POLISHED BRIGHT SURFACE.E. TRIM FOR LAVATORIES AND SINKS: PROVIDE WITH RENEWABLE CARTRIDGES.F. VITREOUS CAPS: PROVIDE FOR WATER CLOSET BOLTS.G. SEALANT: SILICONE-TYPE. SEE DIVISION 07 SECTION “JOINT SEALANTS”. 1.2 INSULATION AT HANDICAPPED LAVATORIESA. HANDICAPPED LAVATORIES EXPOSED WASTE, HOT AND COLD WATER SUPPLYLINES SHALL BE INSULATED WITH A MOLDED, FLEXIBLE VINYL INSULATION SYSTEMWITH ALL FASTENERS. PROVIDE INSULATION FOR 1-1/4-INCH WASTE OFFSETDRAIN, TAILPIECE, P-TRAP AND WASTE ARM AND 3/8-INCH SUPPLY TUBING AND3/8-INCH KEYED STOP VALVE. COLOR SHALL BE AS SELECTED BY THE A/E.B. INSULATION SHALL COMPLY WITH ASTM E84 25/450, FLAME SPREAD INDEX OF NOTMORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.C. MANUFACTURERS/PRODUCTS: PLUMBREX, BUCKAROO, JOHNS MANSVILLE. 1.3 INSTALLATIONA. SINK MANUFACTURER SHALL PROVIDE PROPER TEMPLATE TO ARCHITECTURALWOODWORK SUPPLIER FOR CUTTING OF COUNTERTOP. PLUMBER SHALL PLACESINK IN COUNTERTOP AND COMPLETE FAUCET AND PIPING.B. INSTALL ALL FIXTURES IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS.C. ALL FIXTURE SUPPORT CARRIERS SHALL BE OF THE TYPE NECESSARY TO PERMITADJUSTMENT TO FIT VARIATIONS IN CONSTRUCTION. ALL GROUNDS OR SPECIALSUPPORTS NECESSARY FOR SETTING FIXTURES SHALL BE PROVIDED BEFOREPLASTERING OR OTHER FINISHED CONSTRUCTION WORK IS BEGUN. ALL FIXTURESSHALL BE HUNG AT STANDARD HEIGHT UNLESS OTHERWISE INDICATED BY THEA/E.D. MINIMUM FIXTURE CONNECTION SIZES ARE SHOWN ON THE DRAWINGS.E. PROVIDE FIXTURE CARRIERS AND REQUIRED DRAINAGE FITTINGS ON ALL WALLHUNG FIXTURES. ANCHOR CARRIERS SECURELY TO FLOOR.F. WHERE PLUMBING FIXTURES ABUT TO WALLS, FLOORS, AND COUNTERTOPS, SEALALL JOINTS WITH SEALANT.G. SEAL FLOOR SINKS TO WALL AND FLOOR WITH BUILDING SEALANT. COLOR SHALLMATCH FIXTURE.H. PROVIDE ANCHORS BEHIND THE WALL FOR FLUSH VALVE SUPPLY PIPING.I. ADJUST SELF_SUSTAINING CLOSET SEATS FOR PROPER OPERATION AND TOSUSTAIN IN ANY POSITION.J. ADJUST ELECTRIC WATER COOLERS FLOW FOR CORRECT OPERATION ANDTEMPERATURE.K. INSULATE THE HOT AND COLD WATER AND WASTE PIPING UNDER HANDICAPPEDLAVATORIES.L.ADJUST SHOWER MIXING VALVES FOR CORRECT LEAVING WATER TEMPERATURE.M. AFTER ALL FIXTURES HAVE BEEN SET AND ARE READY FOR USE, AND BEFORE THECONTRACTOR LEAVES THE JOB, HE SHALL THOROUGHLY CLEAN ALL FIXTURESFURNISHED AND SET BY HIM, REMOVING ALL STICKERS, RUST STAINS AND ANYOTHER MATTER OR DISCOLORATION OF FIXTURES, LEAVING EVERY PART IN NEWCONDITION. HE SHALL, FURTHER, ADJUST ALL FLUSH VALVES AND OTHER FIXTUREWATER TEMPERING OR BALANCING AT SUPPLIES TO GIVE PROPER WATER FLOWOF FIXTURES. SPECIFICATIONS - PLUMING P 0.1 47 DINING ROOM FOOD PREP. WC-1 L-1 MS-1 3CS-1 HS-1 ET-1 EWH-1 3/4"CW 1"CW1/2"HW 3/4"CW3/4"HW 1/2"CW1/2"HW 3/4"CW3/4"HW 3/4"CW 3/4"HW 1"HW 1"CW 3 TMV-1 TMV-1 5 5 A WATER HAMMERARRESTOR (TYP.) A 1 (E) CW B.G. (E) 1" SOV DINING ROOM FOOD PREP. 2 MS-1 L-1 WC-1 3CS-1 HS-1 2% SLOPE WCO FS-1 4 2% SLOPE WCO NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 A. REFER SHEET E 0.0 FOR GENERAL INFORMATION. B. REFER SHEET E 0.1 FOR SPECIFICATIONS. KEY NOTESX 1. FROM THE 2" EXISTING WATER METER AND BFP.CONTRACTOR TO VERIFY EXACT LOCATION, SIZE ANDELEVATION PRIOR TO WORK START. 2. CONNECT TO THE NEAREST EXISTING SANITARY PIPE.CONTRACTOR TO VERIFY EXACT LOCATION, SIZE ANDELEVATION PRIOR TO WORK START. 3. POINT OF CONNECTION OF NEW COLD WATER PIPE TOEXISTING COLD WATER PIPE. CONTRACTOR TO VERIFYEXACT LOCATION, SIZE AND ELEVATION PRIOR TO WORKSTARTS, FIELD VERIFY POINT OF CONNECTION TO EXISTINGPIPING. 4. 3/4" TEMPERATURE AND RELIEF DRAIN TERMINATE TOMOP SINK. 5. PROVIDE ASSE 1070 APPROVED THERMOSTATIC MIXINGVALVE (TMV-1) SET AT 108° F TEMPERATURE TO MAINTAIN. FLOOR PLAN - PLUMBING P 1.0 GENERAL NOTES 2 FLOOR PLAN - DOMESTIC WATER 2'4' 8'0SCALE: 1/4" = 1'-0"N1FLOOR PLAN - SANITARY WASTE AND VENT 2' 4'8'0SCALE: 1/4" = 1'-0"N 48 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 VENT THROUGH ROOF 3 FLOOR CLEANOUT TYPICAL WATER HAMMER ARRESTOR DETAIL TYPICAL CONNECTION AT LAVATORY FIXTURE WITH UNDERSINK WRAP 9 TRAP VENT WALL FINISHEDFLOOR CLEANOUTPLUG WASTE MIN. 18" FINISHEDFLOOR LAVATORYOR SINK WALL 8 DRAIN DOWN VALVE DETAIL 7 ISLAND CABINETLOCATION HOT WATER AND COLD WATERSUPPLY TO FIXTURE FIGURE 8-11: INDIRECT WASTE PIPING UPC ITM 8-7 INDIRECT WASTE PIPING HANDOUT 4 PIPING ABOVE CEILING HW CW HOT WATER AND COLD WATERSUPPLY TO FIXTURE INTERIOR WALL PENETRATION WHAPIPING ABOVE CEILING CW HW ABOVE CEILING BELOW CEILING STAINLESS STEELACCESS PANELIN CABINET WHAWHA ABOVE CEILINGLOCATION WHA CEILING PIPING DOWN IN WALL 6 WALL CLEANOUT 5 ELECTRIC STORAGE WATER HEATER DETAIL INDIRECT WASTE PIPING AND WASTE RECEPTORS 1 2 CWHW FL O W CPC SECTION 804.1NO INDIRECT WASTE RECEPTOR SHALL BE INSTALLED IN ANY TOILET ROOM, CLOSET, CUPBOARD,OR STOREROOM, NOR IN ANY OTHER PORTION OF A BUILDING NOT IN GENERAL USE BY THEOCCUPANTS THEREOF; EXCEPT STANDPIPES FOR CLOTHES WASHERS SHALL BE PERMITTED TO BEINSTALLED IN TOILET AND BATHROOM AREAS WHEN THE CLOTHES WASHER IS INSTALLED IN THESAME ROOM. ANGLES AND CHANGES OF DIRECTION IN SUCH INDIRECT WASTE PIPES SHALL BE PROVIDEDWITH CLEANOUTS SO AS TO PERMIT FLUSHING AND CLEANING. INDIRECT WASTE PIPES LESS THAN FIFTEEN (15) FEET IN LENGTH SHALL BE NOT LESS THAN THE DIAMETEROF THE DRAIN OUTLET OR TAILPIECE OF THE FIXTURE, APPLIANCE, OR EQUIPMENT SERVED, AND IN NOCASE LESS THAN ONE-HALF OF AN INCH. INDIRECT WASTE PIPES EXCEEDING FIVE (5) FEET BUT LESS THAN FIFTEEN (15) FEET IN LENGTH SHALL BEDIRECTLY TRAPPED, BUT SUCH TRAPS NEED NOT BE VENTED. NO VENT FROM INDIRECT WASTE PIPING SHALL COMBINE WITH ANY SEWER-CONNECTED VENT, BUTSHALL EXTEND SEPARATELY TO THE OUTSIDE AIR. CPC SECTION 803.0EXCEPT AS HEREINAFTER PROVIDED, THE SIZE AND CONSTRUCTION OF INDIRECT WASTE PIPING SHALLBE IN ACCORDANCE WITH OTHER SECTIONS OF THIS CODE APPLICABLE TO DRAINAGE AND VENT PIPING. SLIP-JOINT FITTING.BY PLUMBINGCONTRACTOR ESCUTCHEONPLATE CONDENSATEDRAIN DOWN INWALL. SEE PLANSFOR SIZE. DOMESTIC COLD WATER SUPPLYTO THE BUILDING FROM WATERMETER WITH REDUCED PRESSUREBACKFLOW PREVENTER ANDPRESSURE REDUCING VALVE TEE WITH 1/4" TURN 1/2" BALLVALVE WITH HOSE BIBBCONNECTION AND APPROVEDNON-REMOVABLE VACUUMBREAKER (WILKINS MODEL#BFP-9). OVER 5' IN LENGTH MUST BE DIRECTLYTRAPPED. MAX. LENGTH OF INDIRECT WASTE IS15' AIRGAP OFNOT LESSTHAN 1" NO TRAP IS NEEDED IF LESSTHAN 5'EACH CHANGE IN DIRECTION SHALL BE SERVED BY ACLEANOUT AIRGAP OFNOT LESSTHAN 1" ACCESSORY #105 E-Z FOR OFFSETWHEELCHAIR GRID STRAINERS(ACCESSORY #105 E-Z CAN BEPURCHASED SEPARATELY OR ISINCLUDED IN MODEL #103 E-Z KITS) 9" SUPPLYTUBE COVER VENT SLOTSKEEP THEVALVE DRY 10" WASTE ARMCOVER VENT HOLE KEEPSP-TRAP DRY E-Z GRIP INTERNAL FASTENERS E-Z TEAR-TO-FITTRIM GROOVES 10" TAILPIECECOVER INTERNAL RIBSADD CUSHIONINGAND THERMALRESISTANCE J-BEND COVERSALL TUBULARAND CAST BRASSCONFIGURATIONS DETAILS - PLUMBING P 5.0 ALL PIPING SHALL BEDIAGRAMMATIC ONLY.NOTE: ALL PIPING SHOWN IS ROUTED IN FIELD TO MEET ACTUAL CONDITIONS. TO FLOOR DRAIN OR OTHER APPROVEDINDIRECT WASTE DRAIN SAFETY DRAIN PAN COPPER VACUUM BREAKER THERMAL EXPANSION TANK COLD WATER IN ELECTRIC SUPPLY SHUT0FF VALVE (TYP.) UNION - TYP. AT EACH APPROVED WATERCONNECTION TEMPERATURE AND PRESSURE RELIEFVALVE 1 1 1 CODED NOTES PROVIDE 22 GAUGE SEISMIC STRAP AROUND WATER HEATER,SECURE BOTH ENDS TO STUD IN ADJACENT WALL (MIN. OF TWO). HOT WATER OUTWATER TIGHTCAULKING (REFER TO STRUCTURALPLANS) ROOF SLAB VENT PIPE SEEPLANS FOR SIZE ESCUTCHEON (WHEN EXPOSEDTO VIEW) ROOF CONSTRUCTION(REFER TO ARCHITECTS PLAN FORROOF CONSTRUCTION TYPE) FLASHING ROOFING FLASHING (BY ROOFER) INTERIOR WALL PIPE INSULATION TO BECONTINUOUS (FOAMGLASS THRU RATED WALL) PIPE 3M CP 25 CAULK FORFIRE RATED PARTITIONS FLEXIBLE SEALANTGALVANIZED STEEL PIPESLEEVE TO BE 1"LARGER THAN OUTSIDESURFACE OF PIPEOR INSULATION SCHEDULE 40 NOTE:1. PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH"CO" ABS IN COVER.2. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOORCOVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FORUNFINISHED FLOORS).3. PROVIDE PLASTIC PLUG IN ABS PIPE BODY.4. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP SANITARY OR STORMSEWER LINE AS REQUIREDFOR DEPTHOF SEWER ABS PIPE BELOW FLOOR FLOOR SLAB ON GRADE CONCRETE FLOOR SLAB COLUMN ORPARTITION ASSHOWN ONFLOOR PLANWHERE CLEANOUT IS CONCEALED IN ACHASE OR PARTITION, PROVIDE A ROUND 18GAUGE STAINLESS STEEL COVER WITHBEVELED EDGES AND FLATHEAD MACHINESCREW NOTE:1. PROVIDE WCO WHERE SHOWN ON PLAN.2. CLEANOUT FACE SHALL TERMINATE AT WALLSURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. ABS PIPE SLEEVE EQUAL TODEPTH OF ROOF CONSTRUCTIONINCLUDING INSULATION 49 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 SCHEDULES - PLUMBING P 6.0 50 2"V 3 2"V 2"V 2"V WC-1 (4) 2" V L-1 (1) 2" V 2 3CS-1 (3) HS (2) MS-1 (3) 3"SAN (3) 2% SLOPE 2"SAN (1) 2% SLOPE 2% S L O P E 4" S A N ( 8 ) 3" S A N ( 5 ) 2" S A N ( 2 ) 3"VTR 3" V ET-1 1 1/2"HW1/2"CW(1.5) 3/4"HW3/4"CW(3) 1/2"HW1/2"CW(1) 1/2"HW1/2"CW(1.5)3/4"HW 3/4"CW(3) EWH-1 3/4"CW(3) 3/4"HW 1"CW1"HW (E) CW B.G. 3/4"CW(2.5) 2" V 2" V 2" V 2"V WCO FS-1 TMV-1 4 TMV-1 4 WATER HAMMERARRESTOR (TYP.) A A 3/4"HW3/4"CW(4.5) 1/2"HW1"CW(7.5)L-1 (1) WC-1 (2.5) 3CS-1 (3) (E) 1"SOV 1"CW(11) HS-1 (1.5) MS-1 (3) FCO 2 % S L O P E 4" S A N ( 1 3 ) WCO NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 1 ISOMETRIC - SANITARY WASTE AND VENT SCALE: NTS ISOMETRIC - PLUMBING P 7.1 A. REFER SHEET E 0.0 FOR GENERAL INFORMATION. B. REFER SHEET E 0.1 FOR SPECIFICATIONS. KEY NOTESX 1. 1 1/2" COLD WATER FROM 1" EXISTING WATER METER ANDBFP. CONTRACTOR TO VERIFY EXACT LOCATION, SIZE ANDELEVATION PRIOR TO WORK START. 2. CONNECT TO THE NEAREST EXISTING SANITARY PIPE.CONTRACTOR TO VERIFY EXACT LOCATION, SIZE ANDELEVATION PRIOR TO WORK START. 3. POINT OF CONNECTION OF NEW COLD WATER PIPE TOEXISTING COLD WATER PIPE. CONTRACTOR TO VERIFYEXACT LOCATION, SIZE AND ELEVATION PRIOR TO WORKSTARTS, FIELD VERIFY POINT OF CONNECTION TO EXISTINGPIPING. 4. PROVIDE ASSE 1070 APPROVED THERMOSTATIC MIXINGVALVE (TMV-1) SET AT 108° F TEMPERATURE TO MAINTAIN GENERAL NOTES 2 ISOMETRIC - DOMESTIC WATER SCALE: NTS 51 NO. DATE DESCRIPTION RESTRICTION NOTICE: SHEET NO: SHEET TITLE: DATE: PROJECT NO: Phone: (619) 736-3422 Email: hello@s3da-design.com SEAL: THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPOERTY OF S3DA DESIGN, AND ALL INFORMATION SHOWN IS CONFIDENTIAL TOALL RECIPIENTS AND NO PART OF THESE DRAWINGSCAN BE COPEID, TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT OF S3DA DESIGN. COPYRIGHT S3DA DESIGN ALL RIGHTS RESERVED 22 6 1 / 2 M A R I N E A V E . NE W P O R T B E A C H , C A 92 6 6 2 GE L A T O D E L M A R 2024-094 February 25 TITLE 24 - PLUMBING P 9.0 52 From: Jim Mosher <jimmosher@yahoo.com> Sent: June 25, 2025 9:47 AM To: CDD Subject: Comments on ZA Item 4 (6/26/2025 meeting) Regarding Item 4 (Gelato Del Mar Minor Use Permit, PA2025-0038) on tomorrow's Zoning Administrator agenda, I believe the language in Section 1.5 of the draft resolution needs updating in view of events that may have happened subsequent to its writing. I believe the Coastal Commission approved the requested changes to parking requirements in the coastal zone at its June 12, 2025, meeting, where it was agenda Item 11a. It is now up to the City to enact those changes to Title 21 of the Municipal Code and obtain certification of that action. Because those steps have not been completed, saying "The amendment to Title 21 is currently under review by the Coastal Commission" may be technically correct, but it seems misleading when approval has been granted. Facts in Support of Findings B.1, B.3, E.2 and Condition of Approval 25 would similarly seem to benefit from revision. -- Jim Mosher Zoning Administrator - June 26, 2025 Item No. 4a - Additional Materials Received Gelato Del Mar Minor Use Permit (PA2025-0038)