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2018-09-11; City Council; ; Bridging documents and design build proposal solicitation for the City of Carlsbad Fleet Maintenance Building Refurbishment
~ CITY COUNC IL ~ Staff Report Meeting Date: To: From: Staff Contact: Sept. 11, 2018 Mayor and City Council Scott Chadwick, City Manager Steven Stewart, Municipal Projects Manager Steven.Stewart@Carlsbadca.gov or 760-602-7543 CAReview f/-5 Subject: Bridging documents and design build proposal solicitation for the City of Carlsbad Fleet Maintenance Building Refurbishment. Recommended Action Adopt a Resolution approving the bridging documents for the City of Carlsbad Fleet Maintenance Building Refurbishment, Project No. 4714 (Project), and authorizing the city clerk to advertise for design-build proposal solicitation. Executive Summary Funding for this Project has been appropriated through the Capital Improvement Program (CIP) over the last four years. Refurbishment of the Carlsbad Fleet Maintenance Building is needed to improve operational efficiency and to upgrade the facility including finishes. In June 2015, staff retained an architect to develop 20 percent design plans and specifications (bridging documents) for these improvements. Staff seeks City Council approval of these bridging documents so they can be used to solicit a request for qualifications (RFQ) from design-build firms, and a request for proposals (RFP) from the top three design-build firm candidates to be considered for this Project. City Council adoption ofthe bridging documents is required per Carlsbad Municipal Code section 3.28.080(E), as the expected value for this work is greater than $175,000. Discussion The Fleet Maintenance Building was constructed in 1986 and has not been significantly renovated since then. In fiscal year (FY) 2014-15, a CIP was created to provide funding for an architect to start evaluating the scope of work needed. The work scope includes: rearranging offices; locker rooms and lounge; installing interior walls, windows, doors, fall protection at skylights and a roof hatch on the roof; adding a 500 square foot building addition for office space; raising a portion of the roof to accommodate two additional vehicle bays, and replacing the roof membrane and HVAC equipment. Additionally, the building finishes are at the end of their useful life, so painting and floor covering work is also included. Several meetings were held to review the scope of work with the Fleet Division staff. In FY 2015-16, Fleet Division staff requested a relocation of the auto parts storage room and offices to improve auto part security. The bridging documents were updated to reflect this change. An independent cost estimate was prepared by the architect for this scope of work and in the FY 2018-19 CIP additional funding, commensurate with the value identified in the cost estimate, was approved by the City Council. September 11, 2018 Item #3 Page 1 of 6 Staff requests that City Council adopt these bridging documents so the city clerk can use them to solicit RFQs from prospective design-build firms under Carlsbad Municipal Code section 3.28.085{D)-(E). Staff will then solicit a RFP from the three most qualified design-build firms and make a selection of the most qualified firm to complete this Project within the established budget under Carlsbad Municipal Code section 3.28.085(F). The city manager has recommended in writing the use of design-build procurement for this Project. Climate Action Plan Consistency This Project is consistent with Measures F and G within the Climate Action Plan. Additionally, this Project will meet an objective of the city's Energy Conservation and Management Policy No. 71. • Measure F Action 1 states: "Install energy efficiency retrofits for city-owned buildings". The Project work scope incorporates the replacement of fluorescent lights with LED lights and lighting controls to automate their use. • Measure G Action 2 states: "Commission city facilities". The Project work scope includes a new lighting control system and new HVAC systems that will be commissioned as part of this Project to ensure operational efficiency. • Council Policy 71 Paragraph 2 Construction of Civic Facilities, subparagraph a, states: "Whenever practicable and within a reasonable cost/benefit ratio, design and construct mechanical and electrical systems to achieve the maximum energy efficiency achievable with current technology." The design for this Project incorporates the use of new Title 24 compliant HVAC equipment and LED lighting fixtures to optimize electrical energy efficiency. Fiscal Analysis The construction estimate for this Project is $1,492,466. A 10 percent construction contingency has been estimated to accommodate potential bid variations from the estimated value of construction and for potential changes that may arise during construction. Infrastructure Replacement funds and General Capital Replacement funds have been appropriated for this Project as shown in the table below: CITY OF CARLSBAD FLEET MAINTENANCE BUILDING REFURBISHMENT, PROJECT NO. 4714 Current Appropriation -Infrastructure Replacement Fund $1,265,000 Current Appropriation -General Capital Construction Fund $825,100 Total Appropriations $2,090,100 Current Expenditures/Encumbrances -$114,930 TOTAL AVAILABLE APPROPRIATION, PROJECT NO. 4714 $1,975,170 CITY OF CARLSBAD FLEET MAINTENANCE BUILDING REFURBISHMENT, PROJECT NO. 4714 Construction Contract (estimated) $1,492,466 Construction Contingency $149,247 Soft Costs (construction management, design and staff time) $333,457 TOTAL ESTIMATED PROJECT COSTS $1,975,170 REMAINING BALANCE AFTER PROJECT NO. 4714 $0 ADDITIONAL APPROPRIATION NEEDED $0 September 11, 2018 Item #3 Page 2 of 6 Infrastructure Replacement funds and General Capital Construction funds are "city funds" that could be subject to the expenditure limit in Carlsbad Municipal Code section 1.24.030. Staff has analyzed this project and is recommending that under the Proposition H Guidelines approved in Agenda Bill No. 18,212 (July 19, 2005), the proposed repairs and upgrades are exempt from the definition of "improvement to real property" in Carlsbad Municipal Code section 1.24.020(() because the nature the work fits the work exclusion description of "routine refurbishment or upgrades of existing facilities." Staff recommends that City Council find that the exception for repair or upgrades of existing facilities applies. Next Steps City staff will advertise the plans and specifications on the city's website and will return to City Council in Winter 2019 for approval of a contract with the most qualified design-build firm recommended for this work. Environmental Evaluation (CEQA) This Project is exempt from the California Environmental Quality Act (CEQA) per State CEQA Guidelines Section 15301{d) -restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety, involving negligible or no expansion of use. Public Notification This item was noticed in accordance with the Ralph M. Brown Act and was available for public viewing and review at least 72 hours prior to the scheduled meeting date. Exhibits 1. City Council Resolution. 2. Location Map. 3. Bridging Documents are on file in the city clerk's office. September 11, 2018 Item #3 Page 3 of 6 September 11, 2018 Item #3 Page 4 of 6 RESOLUTION NO. 2018-165 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING THE BRIDGING DOCUMENTS FOR THE CITY OF CARLSBAD FLEET MAINTENANCE BUILDING REFURBISHMENT, PROJECT NO. 4714, AND AUTHORIZING THE CITY CLERK TO ADVERTISE FOR DESIGN BUILD PROPOSAL SOLICITATION. EXHIBIT I WHEREAS, the City Council of the City of Carlsbad, California has determined that it is desirable and in the best financial interest of the city to maintain city building conditions and infrastructure; and WHEREAS, the city manager has recommended in writing the use of design-build procurement for the City of Carlsbad Fleet Maintenance Building Refurbishment, Project No. 4714 (Project); and WHEREAS, Pacific Architecture and Engineering, Inc. has prepared bridging documents for the Project, detailing a work scope that includes office renovations for operational efficiency and infrastructure upgrades; and WHEREAS, an independent cost estimate for the specified work indicates that the value of refurbishment work is within the current Project fund balance; and WHEREAS, staff is prepared to advertise this bridging document package and request qualifications and proposals from design build firms for this Project. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows: 1. That the above recitations are true and correct. 2. That the City Council finds that this Project is exempt from the expenditure limit in Carlsbad Municipal Code section 1.24.030 because it is a repair and upgrade of an existing facility. 3. That the bridging documents for the City of Carlsbad Fleet Maintenance Building Refurbishment, Project No. 4714, on file in the city clerk's office, are hereby approved. 4. That the city clerk of the City of Carlsbad is hereby authorized and directed to publish, in accordance with State law, and Carlsbad Municipal Code section 3.28.085(D)-(E), a Notice to Contractors Inviting Requests for Qualifications and Requests for Proposals for September 11, 2018 Item #3 Page 5 of 6 EXHIBIT I the City of Carlsbad Fleet Maintenance Building Refurbishment, Project No. 4714, in accordance with the bridging documents referred to herein. PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 11th day of September, 2018, by the following vote, to wit: AYES: M. Hall, K. Blackburn, M. Schumacher, M. Packard. NOES: ABSENT: C. Schumacher. None. (SEAL) I EXHIBIT 2 I LOCATION MAP WHIPTAIL NOT TO SCALE PROJECT NAME CITY OF CARLSBAD FLEET MAINTENANCE BUILDING REFURBISHMENT PLOmD BY: SCOTT EVANS PLOT DATE:5/29/18 PATH:D: \CITY FACIU71ES\AUTOCAD MAPS\LOCA710N MAPS\SAFE1Y CENTER LOCA710N MAP.DWG September 11, 2018 Item #3 Page 6 of 6 The Fleet Maintenance Refurbishment SCOPE OF WORK and SPECIFICATIONS for the City of Carlsbad November 15, 2017 Pacific Architecture and Engineering, Inc. Exhibit 3 TABLE OF CONTENTS SECTION 1.0 SCOPE OF WORK ...................................................................................................................... 1 1.1 Introduction - Design/Build Contract with Guaranteed Maximum Price ........................................... 1 1.2 The Program, Scope of Work and Design Intent ................................................................................. 2 1.3 Introduction to the Existing Facility .................................................................................................... 2 1.4 Scope of Work Summary ..................................................................................................................... 3 1.5 Site Features ....................................................................................................................................... 4 1.6 Information Available ......................................................................................................................... 4 1.7 Miscellaneous ..................................................................................................................................... 4 1.7.1. Site investigation ......................................................................................................................... 4 1.7.2 Alternates ..................................................................................................................................... 5 1.7.3 Project Managers ......................................................................................................................... 5 1.8 Required Information in Proposal ....................................................................................................... 5 1.8.1 Key Personnel ............................................................................................................................... 5 1.8.2 Key Personnel Experience ............................................................................................................ 6 1.8.3 DBC Experience ............................................................................................................................ 6 1.8.4 References ................................................................................................................................... 7 1.8.5 Schedule ....................................................................................................................................... 7 1.8.6 Cost .............................................................................................................................................. 7 1.9 DBC’s Obligations ................................................................................................................................ 8 1.9.1 A/E’s Responsibilities ................................................................................................................... 8 1.9.2 DBC Services during the Preconstruction/Design Phase ............................................................. 8 1.9.3 Project Schedule .......................................................................................................................... 9 1.9.4 Construction Cost Estimate .......................................................................................................... 9 1.9.5 Coordination ................................................................................................................................ 9 1.9.6 Bidding ......................................................................................................................................... 9 1.9.7 Architect/Engineering Services during the Construction and Post Construction Phase ........... 10 1.9.8 Design/Build Contractor Services during the Construction and Post Construction Phases ...... 10 1.9.9 Meetings, RFI, Submittals .......................................................................................................... 11 1.9.10 Substitutions ............................................................................................................................ 11 1.9.11 Quality Assurance/Inspection .................................................................................................. 11 1.9.12 Conformity with Bridging Documents ..................................................................................... 12 SECTION 2.0 DESIGN CRITERIA .................................................................................................................... 13 2.1 ARCHITECTURAL ................................................................................................................................ 13 2.1.1 GENERAL ............................................................................................................................. 13 2.1.3 MODIFICATIONS .................................................................................................................. 13 2.1.4 MISCELLANEOUS ................................................................................................................. 14 2.2 MECHANICAL SYSTEM ................................................................................................................. 15 2.2.1 GENERAL ............................................................................................................................. 15 2.2.2 MECHANICAL DESIGN CRITERIA .......................................................................................... 15 2.2.3 HEATING VENTILATING AND AIR CONDITIONING SYSTEM ................................................. 19 2.2.4 MISCELLANEOUS ................................................................................................................. 20 2.3 PLUMBING SYSTEMS ................................................................................................................... 21 2.3.1 GENERAL ............................................................................................................................. 21 2.3.2 PLUMBING UTILITY CONNECTIONS ..................................................................................... 21 2.3.3 PLUMBING DESIGN CRITERIA .............................................................................................. 21 2.3.4 PLUMBING SYSTEM ............................................................................................................. 21 2.4 ELECTRICAL SYSTEMS .................................................................................................................. 25 2.4.1 GENERAL ............................................................................................................................. 25 2.4.2 ELECTRICAL LIGHTING SYSTEMS ......................................................................................... 25 2.5 STRUCTURAL ............................................................................................................................... 29 2.5.1 GENERAL ............................................................................................................................. 29 2.5.2 STRUCTURAL MODIFICATIONS ............................................................................................ 29 2.5.3 CODES AND STANDARDS..................................................................................................... 29 2.5.4 STRUCTURAL DESIGN CRITERIA .......................................................................................... 29 3.0 Additional Technical Specification Sections ............................................................................ 31 1 SECTION 1.0 SCOPE OF WORK 1.1 INTRODUCTION - DESIGN/BUILD CONTRACT WITH GUARANTEED MAXIMUM PRICE The City of Carlsbad (herein referred to as the City) desires to contract with an experienced Design/Build Contractor(DBC) to provide professional design, management and construction services for modification and improvement to the Fleet Maintenance Building. The Scope of Work document and Drawings have been prepared to define the design intent for the work. The project will be designed and built under a guaranteed maximum price. The Design/Build (D/B) with Guaranteed Maximum Price (GMP) contract centers on utilization of a DBC, who assembles and leads the Design Build Team (DBT) consisting of DBC, the Architect/Engineer (A/E) of record, other consultants required included but not limited to Engineers of Record (Civil, Mechanical, Electrical, Plumbing, Landscape), Specialty Consultants, construction services(all under the DBC contract) as well as City Representatives including the City Project Manager, and the City Bridging Design Team. During the Pre-Construction/Design Phase, the DBC will manage the production of required design documents by the Architect/Engineer(A/E) under contract to the DBC and will utilize his skills and knowledge of construction to manage the design process and provide pre-construction services (i.e., develop schedules, phasing documents, prepare construction cost models/estimates, bid trade packages, etc.). During the Construction Phase, the DBC will manage the A/E in his provision of services as well as provide construction services and manage the project (inclusive of the award and management of all trade contracts) throughout the construction phase. All meetings shall be available for the City Project Manager to attend. A schedule of coordination meetings shall be provided to City Project Manager two weeks in advance of meetings. The City Project Manager shall also have access to all DBC records including those contracted to the DBC for the City Project Manager to assess progress. This includes cost estimates, CAD and Revit drawing files, Excel spreadsheets, meeting minutes and photographs. Any and all cost savings during the pre- construction phase shall revert to the City. Any cost saving design changes shall be approved by the City Project Manager. The City will pay DBC for: a. Fixed fees, inclusive of A/E fees for preconstruction, design and construction services; b. Approved and applicable reimbursable costs; and c. Construction trade work inclusive of approved change orders without DBC mark up. 2 The DBC will be responsible for all necessary services and deliverables which include: a. Develop a complete project Design and all required A/E Services including obtaining approval from all agencies having jurisdiction and obtaining a permit from the City. City Permit fees shall be waived. b. The Construction Documents, which shall be delivered through a California licensed A/E design firm approved by the City. c. Oversee and manage the completion of the design and construction process. d. Develop phasing and maintain schedules approved by the City. e. Coordinate, communicate, and update the Team on progress and milestones. f. Construct the project under the D/B contract method inclusive of all design and construction services. Provide an overall schedule with your bid. g. All substitutions must be approved by City Project Manager. h. Provide permitting services, obtain City Permit and approval from all Agencies having jurisdiction. i. Provide As-Built Drawings in CAD and pdf, and provide native files. The City shall reserve the right to use these CAD files in any renovation or maintenance of the project. j. All substitutions must be approved by the City Project Manager. k. All new specifications shall be approved by City Project Manager. 1.2 THE PROGRAM, SCOPE OF WORK AND DESIGN INTENT The Scope of Work, Specifications and drawings provide the specific programmatic requirements and design criteria as complete and accurate as possible at this point in the development of the Project. It will be the responsibility of the A/E, through the DBC, to consult with the City to verify or to make refinements to these requirements and criteria through the design process. This process will be coordinated through the City Project Manager at submittal of specific phases of the Work. Should the meaning or intent of the Program and the needs of the using organization result in conflicting requirements, the City‘s Project Manager will be responsible for obtaining resolution and for direction of the DBT. 1.3 INTRODUCTION TO THE EXISTING FACILITY The Fleet Maintenance Building is located across from the Safety Center in the City of Carlsbad. All city vehicles are maintained in this building. The building is constructed of eight-inch concrete-masonry units and steel structure. The building is comprised of maintenance bays, restrooms, offices, lounge, Parts Room, and storage. Currently fire trucks need to back out to turn around so that each end of the truck can be accessed since the bays are not long enough for the trucks. There were no structural deficiencies observed and the building appears to be in good condition. 3 1.4 SCOPE OF WORK SUMMARY Note: Not all work required is reflected in the Bridging Document, as they are considered 30%. The DBC to coordinate the requirements in this document in the completed Construction Documents by the DBC. a. North East Corner, shall be partially demolished to create two new service bays, which shall include radiant heating similar to what is installed in the existing service bays. Provide additional structural framing and any modifications to footings as necessary. b. New cooling system for new office, lounge and parts area. c. In the two new service bays, provide exhaust systems per industry standards. d. Salvage and relocate hydraulic lift and above ground lift as shown on plans. Include required power connections per the manufacturer. e. New office addition with service window, new heating, ventilation and air conditioning (HVAC), electrical, and data systems. Provide three CAT 6 at each desk location. f. A portion of the wall by Truck Bay 17 and 18, between gridline B and C, wall has been removed, please note for structural calculations, not reflected in as builts. g. The color is to be the same grey as the training center, paint exterior of building. h. Paint interior of building, new colors specified for offices and lounge. All others match existing. Use appropriate epoxy paint. All paint shall be three layers. All previously painted surfaces shall be painted. i. Restrooms to be relocated and new fixtures added. Paint restrooms. j. Data and phone at each office. k. New Roof at raised roof area and at addition. l. Replace mechanical equipment. m. Phasing during Construction must be coordinated with the City Project Managers and Users as the facility users will service vehicles in the parking lot. Some operations shall be moved outside to the parking lot and construction staging must be clear of that area and safety protocols must be in place for operations in the parking lot and construction activity to occur concurrently. This schedule must be approved prior to construction to begin. n. Modify alarm system to include new and modified areas. o. City shall furnish and install all furniture. Obtain cut sheets from City Project Manager and insure that all furniture will fit in offices provided. p. Replace any signage removed for painting or other work. q. Relocated restroom fixtures. May require the slab on grade to be trenched for utilities r. Relocated lifts may require slab on grade to be trenched for utilities s. All modified and new rooms shall have fire protection, hvac, lighting, power, and data either new or modified. t. Provide design for draining of new roofs u. Please note at Gridline D the parapet is reconstructed into light gauge framing, so that the existing roof framing may retain its configuration and new roofing may be placed on the other side of the parapet at the new roof area. The existing parapet must remain in place and must not be demolished during demolition. v. Contractor to provide phasing schedule. City Staff to continue operations of maintenance of vehicles at adjacent parking lot during construction. Coordinate with City Project Manager. 4 Proposed phasing is Phase 1 South of Gridline 11 while service bays are operational and Phase 2 North of Gridline 11. w. Provide new Occupation Safety and Health Administration (OSHA) compliant railings around skylights. x. Provide Title 24 calculations y. Replace roof hatch with OSHA compliant railings and gate. z. Obtain all building permits and approvals from Agencies having jurisdiction. aa. Design Review – Documents shall be submitted at 60%, 90% and 100% for City review with cost estimates by DBC. bb. 100% Construction Documents shall include signed and sealed calculations by the Structural Engineer of Record. 1.5 SITE FEATURES a. There is no survey available, Contractor to perform survey and confirm dimensions of drawings of site, building exterior, building interior and all utilities. Contractor to also provide Geotechnical report. b. The site has parking across from the building, retain auto and truck access and allow for vehicles to pick up parts from pick up window. c. Note clarifier at Gridline 11 between Gridline A and A.0, there is no survey that locates, please coordinate conflicts with adjacent new construction. d. Charger on Gridline 13 shall be relocated to Gridline 13 and A.0. e. Note that there are utilities located under or near the addition area, see site information provided. f. Landscaping is not required. 1.6 INFORMATION AVAILABLE a. Existing As Builts b. Bridging Document Plans and Specifications c. Scope of Work d. Report on Roof by Tremco 1.7 MISCELLANEOUS 1.7.1. Site investigation By Submitting a proposal, the Proposer acknowledges that he has investigated and satisfied himself as to the conditions affecting the work, including but not restricted to those bearing on transportation, disposal, handling and storage of materials, availability of labor, water, and electric power. Any failure by the Proposer to acquaint himself with the available information will neo relieve him from responsibility for estimating properly the cost of successfully performing the work. 5 1.7.2 Alternates Proposers may submit alternates for the execution of the work at the time of Bid as throughout the design process and shall be approved by the City Project Manager and project cost savings shall be applied to the City accordingly and shall be reviewed by the City Project manager. 1.7.3 Project Managers The City and the DBC shall both assign a Project Manager to be the point of contract during all phases. The City shall be the principal reviewer and decision-making authority. 1.8 REQUIRED INFORMATION IN PROPOSAL 1.8.1 Key Personnel a. D/B Project Executive: Person from the DBC who will provide executive oversight for the DBT and address any issues that require high level attention such as resources. b. D/B Project Manager: Person from DBC who will be involved on a continual basis 100% of the time from commencement of the design until construction completion. This person will be located on site once construction commences. This person will be responsible for the overall management of the DBT and the completion of the project. (Note: Some Proposers may elect to have separate Project Managers for Design and Construction. This is acceptable; however, the City prefers only one Project Manager so higher consideration will be given to proposers who do not have separate design and construction project managers.) c. D/B Field Superintendent: Person from the DBC who will be on site 100% once construction commences and will be responsible for the direct supervision of the trade contractors, daily coordination of the work on-site to maintain the schedule, and on-site management such as material deliveries, outages, etc. d. A/E Principal-In-Charge: Person from the prime A/E firm who will provide executive oversight on the design consultants and address any issues with the design consultants that require high-level attention. e. A/E Project Manager: Person from the prime A/E firm who will be involved on a continual basis from commencement of the design through construction administration. This person will be responsible for the overall management of the design professionals and/or design consultants. f. Project Architect: Professional, licensed architect from the A/E firm who is a member of the Design/Build team and who will be directly responsible for doing the architectural design of the project; this is the person who the City would see at the Design Progress meetings. g. Landscape Architect: Professional person who is directly responsible for the landscape design of the project; this is the person whom the City would see at the Design Progress meetings. 6 h. Mechanical Electrical Plumbing (MEP) Engineer: Professional consultant who will be directly responsible for the MEP design portion of the project; this is the person whom the City would see at the Design Progress meetings. i. Structural Engineer: Professional consultant who will be directly responsible for the Structural design portion of the project; this is the person whom the City would see at the Design Progress meetings. j. Fire Protection Engineer: Professional consultant who will be directly responsible for the fire protection design portion of the project; this is the person whom the City will see at the Design Progress meetings. k. Geotechnical Engineer: Professional consultant who will be directly responsible for the fire Geotechnical report and recommendations portion of the project; this is the person whom the City will see at the Design Progress meetings. 1.8.2 Key Personnel Experience The following information is required to be submitted for each of the key personnel listed above: a. Educational background; b. CA License number; c. Work experience with the proposing firm inclusive of duration (by dates) of employment and position(s) held; d. Work experience with all other prior employers, durations (by dates) of employment and position(s) held; e. Specific project experience similar to this project (over $1.3M) and the role this person played, as well as duration of involvement in each selected project ; and f. A minimum of three (3) projects is to be listed for each person. A brief description of the project should be given (if not provided elsewhere in the technical proposal) inclusive of the type of work performed (i.e., new construction, addition, renovation, etc.), type of facility (i.e. housing, academic building, etc.), dollar volume of project, contract method (CMAR, GC, DB, etc.), schedule of the job, A/E firm and Contractor. 1.8.3 DBC Experience The following general company background information is required to be submitted: a. Design/Build Contractor: Each Proposer is to submit information on a total of three (3) similar or relevant projects. All projects must have been done by the Proposing Firm. b. Construction Cost: Two (2) of the three (3) projects must be in excess of $1.3M for construction costs with higher consideration if this is the case for all three. c. Project Completion: One (1) of the three (3) projects must have been completed in last seven (7) years and occupied by the owner for a minimum of 6 months. 7 d. Project Type: Two (2) of the three (3) projects must be Public Works Projects. e. Project Delivery Method: Two (2) of the three (3) projects submitted must have been done using the Design/Build delivery method. 1.8.4 References Provide three (3) project references per the projects submitted under the firm experience and individual experience. Provide contact name, address, email and telephone number for each reference. Such references are to be from different projects; that is, only one reference per project is allowed. 1.8.5 Schedule Schedule for the project is eight months for design and construction. 1.8.6 Cost The following information must be provided in a separate sealed envelope. Design Build Contractor Fees: a. DBC Pre-Construction Fee; b. DBC Construction Fee for the base project; and c. DBC Construction Fee for Value Engineering Alternate #1 proposed by the Contractor if any. A/E Fees (All inclusive): a. A/E Fee for Alternates if any; and b. Construction Administration and Post Construction including As Builts. Include DBC Hourly Billing Rates for all Design Team engineers, these billing rates and these rates will be used in reimbursing the successful firm for the actual costs associated with Change Orders. DBC-GMP Contingency: Amount of this contingency to be quoted by the DBC. The minimum amount is 10 % of the project construction costs. Any Contingency used for the project shall be approved by the City Project Manager. The DBC-GMP Contingency is not allocated to any item of the Cost of the Work, and is established for the DBC's use as may be required for increases in costs incurred in the Work from unforeseeable causes or details not capable of reasonable anticipation at the time of the City’s approval of trade contract awards. It is understood that the amount of the DBC GMP contingency is the maximum sum available to the DBC to cover costs incurred as a result of such unanticipated causes or details, and that cost overruns in excess of the amount of the DBC GMP contingency will be borne by the DBC. Include an amount for reimbursables and what that includes and markup if any. Current Project Cost Estimate is $1,300,000.00. 8 1.9 DBC’S OBLIGATIONS 1.9.1 A/E’s Responsibilities The A/E’s responsibilities are to provide professional design and construction services as required on the Project during the following phases: Schematic Design, Design Development, Construction Documents, and Bidding phases inclusive of designing the Project within the Project Design and Construction Costs of $1,300,000.00. a. Complete professional A/E services shall be provided as necessary for completion of the Project done under the Contract. b. Services shall be performed in accordance with the RFP Documents specifically the Project Scope of Work, Project Specific Design Standards and the standards of the design and construction industry for public institutional projects. c. Expert Studies and Consulting Services such as waterproofing, security, fire life safety and data are to be provided by the DBC as required in the Project Program. d. All Contract Documents (drawings, specifications, etc.) for specific projects shall bear the seal and signature of the primary A/E and the seal and signature of each consultant to the primary A/E on drawings and specifications within his area of responsibility. e. The A/E shall attend all Project Team meetings and Design Review meetings as scheduled by the Design/Build Contractor. In addition, it is expected that the A/E will conduct separate design meetings among the design professionals as needed in developing and coordinating the design of the Project. f. Participate in the DBC's value engineering efforts as necessary. g. The A/E is to attend all pre-bid meetings and is to interpret the contract documents during the bidding period. Interpretations shall be given by written instruction only. 1.9.2 DBC Services during the Preconstruction/Design Phase a. The DBC shall procure the services of the A/E firm in accordance with its Technical Proposal in response to this RFP. b. The DBC shall meet with the City, Architect, Design Engineers and other design team members to fully understand the Program, the design documents, the project scope and all other pertinent aspects of the project. c. The DBC shall be an integral part of the Project Team who will lead and coordinate the development and progress of the design and construction of the Project. d. The DBC shall attend regularly scheduled meetings with the Architect and Design Engineer during the development of the design to advise them on matters relating to site use, improvements, selection of materials, building methods, construction details, building systems and equipment. He shall provide recommendations on construction feasibility. e. The DBC shall, after a complete review of the Project Program and understanding of the intent of the City and the A/E, provide value engineering services and offer cost savings suggestions 9 and best value recommendations to the City. All recommendations must be fully reviewed with the City and approved prior to implementation. 1.9.3 Project Schedule The DBC shall utilize and maintain a scheduling system that will allow the DBC to provide appropriately detailed design and construction phase CPM schedules. The project schedule shall be sufficiently detailed to allow for a realistic projection of design and construction activity sequences and durations. Updated schedules will be required with each major design document submission. The DBC shall within two (2) weeks of selection and written notice to proceed, provide a schedule for the design and construction phases of the project. This schedule will be reviewed for compliance with overall project completion requirements relative to the City’s occupancy needs 1.9.4 Construction Cost Estimate The DBC shall develop a project budget/cost model which will require updating at multiple intervals during design phase to confirm the project is on budget. In the event that the costs exceed the Project Design and Construction Costs the City reserves the right to direct the DBC to (and the DBC shall) work in conjunction with the A/E to redesign the Project as necessary to maintain the Project Program and meet the Project Construction Costs without additional compensation to either the A/E or DBC. 1.9.5 Coordination The DBC shall review the drawings and specifications as they are being prepared, recommending alternative solutions whenever design details affect costs, construction feasibility or schedules. The DBC shall notify the A/E and the City in writing upon observing any features in the plans or specifications which appear to be ambiguous, confusing, conflicting or erroneous. Such ambiguous, confusing, conflicting and/or erroneous features discovered in the plans or specifications by the DBC during the review process shall be understood to be corrected and any associated costs shall be included in the DBC's GMP. 1.9.6 Bidding At the applicable point in the design documents, the DBC shall bid trade packages for the construction of the Project. The DBC will utilize the design documents as prepared by the Architect and Engineers to invite and receive competitive bids on all trade packages and/or materials as a basis for each award under the GMP. The DBC is to conduct a qualification process of all Trade Contractors to ensure that all bidding have the necessary expertise. In the event that the total projected hard construction costs for a trade package exceed the Project Construction Budget for that trade package, the City reserves the right to direct the DBC to (and the DBC shall) work in conjunction with the A/E to redesign the trade work as necessary to maintain the Project Program and meet the Project Construction Budget. 10 1.9.7 Architect/Engineering Services during the Construction and Post Construction Phase a. The A/E shall attend all construction progress meetings which include the DBC, City Project Manager and other City representatives, if any. b. The A/E shall review and approve upon the Trade/Subcontractors' submittals such as Shop Drawings, Product Data and Samples, for checking for conformance with information given and the design concept expressed in the Construction Documents. c. The A/E's action shall be taken within the required time frame for the project so as to cause no delay in the work, while allowing sufficient time in the A/E's professional judgement to permit adequate review. d. The A/E's action on all shop drawings/submittals shall be reviewed by the City Project Manager prior to the transmission to the Trade/Subcontractor. The A/E shall interpret Construction Documents as necessary and issue the applicable documents as may be necessary to explain construction details. e. In making periodic visits to the site and on the basis of such on-site observations the A/E shall guard the City against defects and deficiencies in the construction work and shall report to the DBC and City any observed defect or observed deficiency. f. The A/E shall be responsible for the preparation and review of punch lists. g. The A/E shall be responsible for the provision of record documents in CAD format and hard copy. 1.9.8 Design/Build Contractor Services during the Construction and Post Construction Phases a. DBC shall monitor the work as it progresses and coordinate and manage the trades as well as the A/E team. b. The DBC shall check and supervise all material deliveries, equipment and labor entering the work site. c. The DBC shall maintain cost accounting records on authorized work performed under unit costs, actual costs for labor and material, or other bases requiring accounting records, and afford the City access to these records and preserve them for a period of three (3) years after final payment. The City reserves the right to audit their records during that period. d. The DBC is responsible for monitoring costs to ensure that the Project Costs are not exceeded. e. The DBC shall provide during construction phase a schedule based on the schedule developed during the design of the Project. Scheduling software shall allow for integration of all aspects of the project and provide for coordination of all work to be performed. f. The DBC shall provide regular monitoring of the schedule as construction progresses, identify potential variances between scheduled and desired completion dates, review schedule for work not started or incomplete and take the action necessary to meet the required completion date. g. The DBC will require the Trade Contractors to provide the applicable contract documents inclusive of insurance certificates, performance and payment bonds. 11 h. The DBC's on-site representatives shall manage the work of the Sub-Contractors and coordinate the work with the activities and responsibilities of the City, the Architect and DBC to complete the Project in accordance with the City's objectives of cost, time, and quality. i. The DBC will provide for all coordination with the onsite Sub-Contractors the necessary on-site services for the construction activities and on-site requirements of the DBC, the City and Architect. j. The DBC shall provide trailer offices for its team on site. k. The DBC shall require all Trade Contractors to submit a Trade Contractor's Daily Report which is to include, but not be limited to, a summary of work performed, information required, status of change order, time and material work, materials received, and safety incidents. l. The DBC shall accept delivery and arrange for storage, protection and security for any City purchased materials, systems and equipment, which are a part of the work until such items, are turned over to the respective trade Contractors. 1.9.9 Meetings, RFI, Submittals a. The DBC shall schedule and conduct regular bi-weekly progress meetings, and as directed by the City, at which Trade Contractors, City, Architect, and other designated representatives, and the DBC can discuss jointly such matters as progress, scheduling, and construction- related problems. The DBC shall take and distribute complete minutes of meetings to all attendees and others as directed. b. The DBC will be responsible for developing and implementing a request for information (RFI) form for use on the project. c. The DBC will be responsible for logging and reviewing all Shop Drawings and RFIs prior to submission to the City and the Architect. The DBC is to ensure that the Shop Drawings, RFIs submitted are appropriate and not frivolous. 1.9.10 Substitutions The DBC will be responsible for logging and reviewing all substitution requests to ensure that they are complete; and, if not, return them to the Trade Contractor for proper submission. 1.9.11 Quality Assurance/Inspection a. The DBC shall inspect the Work of the Sub-Contractors to guard the City against defects and deficiencies in the Work and shall coordinate this activity with the onsite duties of the Architect. b. The DBC shall advise the Architect of any apparent variation and deviation from the intent of the Contract Documents and shall take the necessary action to correct such variations and deviations within the terms of the contract documents. c. The DBC shall provide one (1) set of all inspection reports (in binder form) to the City Project Manager with the monthly report. 12 1.9.12 Conformity with Bridging Documents The DBC is required to provide a project that conforms to the design intent of the bridging documents. The City will review at each deliverable if the design intent is met. 13 SECTION 2.0 DESIGN CRITERIA 2.1 ARCHITECTURAL 2.1.1 GENERAL The intent of the architectural design criteria document is to provide guidelines dictated by all applicable codes, owner standards and applicable City, State or Municipal Amendments for the DBT. The owner’s standards will need to be provided by the owner or their representative. The DBT will select equipment based on this criteria and best engineering practices. In the event of a conflict between this document and any code, engineering standards or Owner preference, preceding shall govern. 2.1.2 ARCHITECTURAL DESIGN CRITERIA a. Codes and Standards The design specifications and installation will be in accordance with good engineering practice and will conform to the following standards, Codes and Industry Standard Practice specifications: (1) 2016 California Building Code (2) 2016 California Green Building Standards with local amendments (3) Americans with Disabilities Act of 1990 2.1.3 MODIFICATIONS Coordinate all HVAC, lighting, Life Safety Devices, all and alarms, and associated appurtenances to new layout. Please note required trenching for utilities for new layout. a. New Addition (1) The addition consists of three new offices, with a new service window, shade canopy and new windows. (2) All interior doors shall have glass panel. (3) Contractor to provide vertical blinds at each window. (4) All Furniture shall be furnished and installed by the city. Contractor to verify all furniture shall fit in areas as shown. (5) Coordinate work with adjacent clarifier so that there are no utility conflicts. (6) Exterior walls shall be concrete masonry unit (CMU). Interior walls shall be metal framing b. Relocated Parts Room (1) City shall furnish and install racks and shelves. 14 (2) Coordinate with City Project Manager for most recent layout of shelving to coordinate placement of light fixtures. (3) Existing window area shall be cut to provide an electrical motor operated overhead roll up door. c. Relocated Lounge and Restroom (1) The Lounge and Restroom have been relocated. See City’s standard specifications for fixtures. (2) Lounge has ADA compliant cabinetry. All finishes including tile have been selected. All substitutions must be approved by City Project Manager. (3) Interior walls shall be metal framing. (4) Please note that the west opening into the Lounge is modified, CMU will need to be cut because wall at Gridline 11 has an existing door opening. d. Two new Service Bays (1) Roof elevation is raised, new roofing above raised roof area. (2) Please note the roofing on the west side of the parapet on Gridline B needs to remain as is so that it can attach to the new light framing parapet. e. Roof (1) Gravel will be removed, and a new membrane placed over existing membrane. (2) Where roof is new, roofing shall be placed over coverboard per Manufacturer’s Recommendations. Basis of design product: Tremco, BURmastic Composite Ply Premium or approved equal. See drawings and specifications for basis of design details and additional requirements. (3) Remove all gravel to top layer of felt. (4) Remove all base flashings and roof membrane in drain sump areas. (5) Install 1/2" cover board in cold adhesive. (6) Install 3 ply cold applied BUR with Title 24 compliant aggregate surfacing and elastomeric sheet base flashings. (7) Install fall protection safety guard around new skylights. (8) Coat inside of parapet wall with elastomeric wall coating system. (9) Provide City with 20 year quality assurance warranty and maintenance agreement. 2.1.4 MISCELLANEOUS Match exterior finishes to existing, including patterns in the CMU. Provide samples to the City Project Manager. 15 2.2 MECHANICAL SYSTEM 2.2.1 GENERAL The intent of the mechanical design criteria document is to provide guidelines dictated by all applicable codes, owner standards and applicable City, State or Municipal Amendments for the design build team. The owner’s standards will need to be provided by the owner or their representative. The design build team will select equipment based on this criteria and best engineering practices. In the event of a conflict between this document and any code, engineering standards or Owner preference, preceding shall govern. Consult with the Owner. 2.2.2 MECHANICAL DESIGN CRITERIA a. Codes and Standards The design specifications and installation will be in accordance with good engineering practice and will conform to the following standards, Codes and Industry Standard Practice specifications: (1) 2016 California Building Code (2) 2016 California Green Building Standards with local amendments (3) 2016 California Mechanical Code (4) 2016 California Energy Code based on Title 24, Part 6, 2005 standards. (5) Americans with Disability Act (ADA) (6) American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) i. Handbooks: Fundamentals, Applications, Systems and Equipment ii. Standard 15: Safety Code for Mechanical Refrigeration iii. Standard 52: Gravimetric and Dust – Spot Procedures for Testing Air-Cleaning Devices Used in General Ventilation for Removing Particulate Matter iv. Standard 55: Thermal Environmental Conditions for Human Occupancy v. Standard 62: Ventilation for Acceptable Indoor Air Quality vi. Standard 90.1: Energy Efficient Design of New Buildings except Low Rise Residential Buildings vii. Standard 105: Standard Method of Measuring and Expressing Building Energy Performance viii. Standard 111: Practices for Measurement, Testing, Adjusting and Balancing of Building HVAC & Refrigeration ix. Standard 114: Energy Management Control Systems Instrumentation x. Standard 135: BACnet Data Communication Protocol for Building Automation and Control Networks (7) Air Conditioning and Refrigeration Institute (ARI) Current Standards (8) National Fire Protection Association (NFPA) Current Standards i. NFPA – Uniform Fire Code ii. NFPA 90A – Installation of Air Conditioning and Ventilating Systems iii. NFPA 92A – Smoke-Control Systems iv. NFPA 101 – Life Safety Code (9) Air Moving and Conditioning Association (AMCA) Current Standards (10) Sheet Metal and Air Conditioning Contractors National Association (SMACNA) 16 (11) Occupational Safety and Health Regulations for Construction, 29 CFR, Parts 1926 and 1910 (12) Environmental Protection Agency Regulations (13) American National Standards Institute (ANSI) publications (14) National Institute of Health (NIH) (15) Occupational Safety and Health Administration, U.S. Department of Labor (OSHA) b. Space Temperature and Humidity Criteria The HVAC systems and equipment shall be designed in accordance with the following: Indoor Design Criteria Room Designation Cooling Heating DB (°F) %RH DB (°F) Offices 74 50 70 Conference 74 50 70 Parts 75 50 68 Restrooms 75 50 68 Main Electrical Rooms 80 50 N/A Electrical Closets ¹ 80 50 N/A Service Bays N/A N/A 68 Notes: 1. Electrical Closets may be ventilated in lieu of conditioned to meet space temperature requirement. c. Ventilation Rates: (1) Public and commercial spaces : Per ASHRAE Standard 62 and Title 24, whichever value is greater and not less than 0.15 CFM/SF. (2) Service Bays : Per ASHRAE Standard 62 and Title 24, whichever value is greater and not less than 1.50 CFM/SF. (3) Ventilation air intakes will be located 10 feet away from exhaust outlets of general exhaust ventilating systems, plumbing vents, emergency generator discharge stacks, or from areas which may collect vehicular exhaust. Ventilation air shall be provided for all occupied spaces in accordance with code requirements. d. Design Occupancy: The HVAC and energy calculations shall use the occupancies set forth by the architectural design, when determining heating, cooling and energy loads. e. Lighting and Equipment Loads Refer to electrical design criteria for all lighting and electrical load requirements. These factors shall be taken into consideration when calculating the HVAC and Energy loads. 17 Otherwise the following internal heat gain assumptions may be taken: Space Lighting Load Plug Load Occupant Load Office 1.0 W/Sq. Ft. 1.0 W/Sq.Ft. 245 Btuh Sensible 155 Btuh Latent Support Rooms (Electrical/Storage/Restrooms) 0.6 W/Sq. Ft. 0.5 W/Sq. Ft. 0 Btuh Sensible 0 Btuh Latent Conference 1.2 W/Sq. Ft. 1.5 W/Sq. Ft. 245 Btuh Sensible 155 Btuh Latent Service Bays 0.9 W/Sq. Ft. 1.5 W/Sq. Ft. 580 Btuh Sensible 870 Btuh Latent f. Energy Conservation Building components and mechanical systems will be selected and designed to reduce the consumption of energy and operate as efficiently as possible to meet or exceed the Title 24 performance. Where applicable, equipment shall be Energy Star rated. Upon generation of Title 24, the following values shall be used to achieve Prescriptive compliance: (1) Metal Building Roof: Maximum U = 0.041 (2) Metal-framed Wall: Maximum U = 0.069 (3) Fixed Glass: Maximum U = 0.36 and SHGC = 0.25 (4) Operable Glass: Maximum U = 0.46 and SHGC = 0.22 (5) High Efficient Heat Pump with 17 SEER and 8 HSPF or better g. Exhaust Ventilation Exhaust ventilation will be provided by exhaust fans discharging to atmosphere for the toilet rooms. (1) Restrooms and Showers: 2.0 cfm/ft² of floor area. (2) Service Bays: 1.5 cfm/ft² of floor area. (3) Custodial Closet: 1.0 cfm/ft² (4) Vestibules and Lockers: 0.5 cfm/ft² h. Filtration Criteria All air handling and make-up air gravity vents serving occupied spaces shall be provided with a minimum of MERV 8 filtration. i. Ductwork (1) All ductwork shall comply with requirements of the California Mechanical Code, NFPA code and SMACNA standards current editions. (2) Horizontal duct distribution shall be routed to maximize long, straight runs without multiple penetrations through fire and/or smoke partitions. 18 (3) Multiple horizontal mains shall be of comparable length and configuration to equalize pressure losses. (4) The overall objective is to route ducts that shall avoid or minimize architecturally and/or structurally induced dynamic losses. j. Dampers (1) Fire and smoke dampers shall be constructed, located and installed in accordance with the requirements of NFPA 90A. (2) Fans and dampers shall be interconnected so that activation of dampers will not damage the ducts. (3) Access shall be available at all dampers. k. Flexibility Criteria (1) Air distribution systems shall be designed to afford flexibility for future redesign by applying a modular layout approach of air distribution ductwork and air delivery devices. (2) Consideration shall be taken to achieve minimum disruption due to single point of failure and routine maintenance. l. System Start-Up, Testing, Adjusting and Balancing (1) The work includes system start-up, test, adjust, and balance (TAB) of HVAC air distribution systems including equipment, ducts and piping for the project. Include sound and vibration testing for HVAC equipment. (2) The TAB Contractor shall be certified by Associated Air Balance Council (AABC). m. Sound and Vibration Control HVAC equipment and systems can generate vibration. Ductwork shall be designed to minimize vibration, conducted noise, and transmitting airborne noise. Supply, return and/or exhaust air fans and the like should be located away from sensitive areas. Specific areas requiring attention to control noise and vibration may include: (1) Fan noise, transmitted either through the structure or through the duct system. (2) Noise generated by air flow past dampers, turning vanes and terminal device and louvers. (3) Noise caused by excitation of duct wall resonance, produced by fan noise, by pressure fluctuations caused by fan instability, and by turbulence caused by discontinuance in the duct systems. (4) Noise and vibration from out of balance forces from fans. Vibrations isolation systems shall be provided on rotating mechanical equipment as required to achieve the building NC levels set forth by the Acoustical Consultant report. Special design consideration shall be given to the duct layout reducing noise transfer between rooms (sound boot), especially noise generated by loud equipment or discussions in adjacent rooms. 19 Ducts of diameter less than 24 inches do not require isolation provided flow velocities do not exceed 1500 feet per minute. (In the case of rectangular ducting, the effective diameter is defined as the square foot of the product of the two duct dimensions.) Internal lining of duct with fiberglass insulation will be permitted. n. Grilles, Registers and Diffusers (1) The selection of the diffusers and grills shall be carried out in conjunction with the Architect and Acoustician. (2) Diffuser shall not include integral volume dampers. (3) The face velocity at the diffusers shall not exceed 400 fpm, unless approved by Acoustical Consultant. (4) All inlets and outlets shall be selected at least 10 NC levels below the NC level of the room. (5) All supply outlets shall be provided with a minimum of 5’-0” and maximum 7’-0” of flexible ductwork to reduce sound and vibration transmission. 2.2.3 HEATING VENTILATING AND AIR CONDITIONING SYSTEM The HVAC systems of the heated and cooled areas shall be gas/electric or electric/electric roof-top package units, vertical discharge. Units shall be Carrier or equal. The DBT shall submit the following to the Owner for review: a. Air Conditioning and Heating b. Outdoor air c. Insulation d. Base Package Unit Heat Pump (1) Gas-electric package unit shall be suitable for rooftop installation, condensing unit consists of a hermetic compressor, an air-cooled coil, forward–curved blade propeller condenser fan and control box. Unit shall have vertical air discharge. Refrigeration circuit components will include liquid-line front seating shut-off valve with sweat connections, vapor line front seating shut-off valve with sweat connections, system charge of R-410A refrigerant or equal as approved by local codes, POW compressor oil, accumulator, charge compensator, and electronic expansion valve. e. Insulation (1) Supply and Return Ductwork: Formaldehyde-free duct wrap with Fil Skim Craft (FSK) vapor (2) barrier meeting minimum R-8. ASTM E84 and UL 723. f. Mechanical Identification (1) Equipment Nameplates: Provide laminated plastic nameplate with black enamel background and engraved white lettering on all equipment. Residential equipment to include notation corresponding to matched condenser (outdoor), evaporator (indoor) units and Living Unit residence number. The Service Bays shall be heated with gas infrared heaters, the same as existing or equal. Ventilation will be provided by an outside air intake louver low in the wall with barometric damper. An exhaust fan will exhaust the air in the space providing fresh air intake through the louvers and circulation. 20 2.2.4 MISCELLANEOUS a. Equipment Rooms Equipment rooms will be served with a dedicated unit to maintain space temperature 80°F. These spaces are including but not limited to the Mechanical rooms, electrical rooms, telecom rooms, etc. b. Exhaust Systems Toilet, locker room, and janitor closets shall be exhausted by roof-mounted, centrifugal, down blast fans with curb, back draft damper and disconnect switch. Fans to be Equal to Cook model ACEB or equal. Operation is scheduled by timeclock. Exhaust zones can be combined as function and control allow. c. Controls Provide programmable thermostats with manual over-ride per zone. 21 2.3 PLUMBING SYSTEMS 2.3.1 GENERAL The design of the plumbing systems shall allow for future expansion of plumbing fixtures and equipment and create flexible piping services that shall be easily adapted to changing requirements. The intent of the plumbing design criteria document is to provide guidelines dictated by the Plumbing Code, for the design build team. The design build team will select equipment based on this criteria and best engineering practices. 2.3.2 PLUMBING UTILITY CONNECTIONS Utilize existing plumbing utilities, contractor to verify location and capacity. 2.3.3 PLUMBING DESIGN CRITERIA a. Codes and Standards The design specifications and installation will be in accordance with good engineering practice and will conform to the following standards, Codes and Industry Standard Practice specifications: (1) 2016 California Building Code (2) 2016 Building Energy Efficiency Standards, Title 24. (3) 2016 California Electrical Code (4) 2016 California Green Building Code (5) 2016 California Mechanical Code (6) 2016 California Plumbing Code (7) 2016 California Fire Code (8) NFPA - 13, Sprinkler Systems 2.3.4 PLUMBING SYSTEM The plumbing system shall include, but not limited to the following: • Sanitary waste and vent system • Storm water system • Domestic cold water system • Domestic hot water and hot water return system • Natural gas piping system • Plumbing fixtures a. Sanitary Sewer and Vent Systems (1) Sanitary waste and vent systems shall be provided to all plumbing fixtures. (2) Floor drains and trap primers shall be provided to all public restrooms. (3) Mechanical equipment rooms shall be provided with floor sinks for equipment drainage. Indirect waste piping shall be provided for all mechanical equipment. 22 b. Storm Water Storm drain design shall be based on maximum rainfall intensity per hour. c. Domestic Cold and Hot Water Systems (1) Water piping shall be sized in accordance with Appendix A of the 2013 C.P.C. (2) For copper piping, flow velocity shall not exceed 8 feet per second for cold water and 5 feet per second for hot water. (3) Domestic hot water piping system shall be sized similarly to the cold water system. The domestic hot water system shall be designed with circulating returns to ensure prompt delivery of hot water to fixtures. (4) Shutoff valves shall be provided for ease of maintenance/repair. (5) The system shall be designed to prevent water hammer conditions by providing water hammer arrestors for quick closing valves. d. Natural Gas System Fuel gas system shall be design in accordance with chapter 12 of California Plumbing Code. e. Plumbing Fixtures and Piping Materials (1) Fixtures and Trim i. Plumbing fixtures will be selected and specified by the architectural team. ii. Fixture Trim and Accessories shall be provided including fixture carriers, faucets, drain outlets, tailpieces, P-traps, stops and supplies. iii. All faucets shall be shall be certified to comply with NSF 61 Section 9 Drinking Water Standard and California AB1953. iv. Water Conservation: Provide water conserving fixtures. v. Plumbing fixtures shall be used in accordance with CAL Green mandatory provisions. (2) Piping, Fittings and Joints i. Hubless Cast Iron Soil Pipe and Fittings Soil, Waste, Vent and Rainwater Piping: • Hubless Cast Iron Soil Pipe: No-hub pipe with Husky SD-4000 soil pipe coupling 4-band clamp, or Clamp-All Hi Torq 125 2-band clamp or approved equal. • Sealing gasket shall be neoprene in accordance with ASTM C564, CISPI 301- 75. i. Schedule 40 Black Steel Pipe and Fittings Above Ground Natural Gas 2” and smaller: • Black steel pipe, Schedule 40 , Type F, Grade A, ASTM A53; with black malleable iron threaded fittings, Class 150, ASTM A197/ANSI B16.3. Above Ground Natural Gas 2-1/2” and larger: • Black steel pipe, Schedule 40 , Type F, Grade A, ASTM A53; with seamless carbon steel weld fittings, ASTM A234 grade WPB/ANSI B16.9. iii. Copper Tubing and Fittings Underground: • Copper tube, Type K, hard drawn temper, ASTM B88 23 • Copper pressure fittings, ANSI B16.18; Wrought copper pressure fittings, ANSI B16.26. • Brazed joint. • Double wrap with Scotch Wrap #51 or equal, with 50% overlap. Above ground: • Copper tube, Type l, hard drawn temper, ASTM B88 • Cast bronze, solder joint , pressure rated ANSI B16.18; Wrought copper, solder joint, pressure rated, ANSI B16.22 Lead free solder, 95%-5% tin antimony solder (3) Valves, Flanges and Unions i. Water Valves • Water valves 2" and smaller shall be all bronze ball type full port teflon seated ball and 2-piece valve body designed for 600 psi water and shall have threaded ends with sweat adapters. • Water valves 2 1/2" and 3" shall be all bronze ball type with full port teflon seated ball and 2-piece body designed for 400 lbs. non-shock cold water and shall have threaded ends with sweat adapters. • Water valves 4" and larger shall be bronze fitted gate valves, flanged ends, iron body, 125 psi steam, OS&Y valves. • Check valves shall be horizontal swing free away type. ii. Natural Gas Valves • Gas Cocks: 2" and smaller, Crane #254 or equal, 125 psi working pressure, lubricated plug, bronze, screw connections, square head. • Gas Cocks: 4" and larger, Crane #325 or equal, Iron body bronze trim, inside screw bronze wedge, wheel handle, square head valve in lieu of tee handle, flanged connections, 200 psi WOG. • Ball Valves: 3" and smaller bronze body with quarter turn handle. Ball valve shall be listed for use with natural gas. Apollo series 70-100-07 or approved equal. (4) Flanges i. Flanges shall be companion type, faced and drilled for not less than 125# steam working pressure complete with necessary adapter, and shall be of size and material of adjacent piping. (5) Unions i. Unions on copper piping shall be bronze minimum working pressure of 200 psi. ii. Unions on steel and iron shall be ferrous ground joint brass to iron, rated for the working pressure of the system. (6) Dielectric Fittings i. Provide a dielectric union wherever two dissimilar metals pipes are connected to 24 prevent corrosion. (7) Hangers and Supports i. Refer to acoustical consultant recommendations. ii. All piping shall be supported from the building structure by means of seismically approved hangers and supports to maintain required grading and sloping of lines, to prevent vibration and to secure piping in place, and shall be so arranged as to provide for expansion and contraction. iii. All of the supply piping shall be isolated from structure using Hubbard Holdrite Acoustical Silencer Series isolators or equal, except felt 100 which is not acceptable. iv. Riser clamps for all supply water, waste, vent and storm drain risers shall be isolated using Hubbard Holdrite Silencer Series or equal. Felt 100 is not acceptable. (8) Insulation i. The following piping and fittings shall be insulated: • All interior hot water piping. • All horizontal waste piping receiving cold water condensate. ii. The following materials will be utilized: • Pipe Insulation: Fiberglass similar to Owens Corning, Manville, Certain-Teed. iii. Fittings and Valves Insulation • Molded or fabricated fitting covers of equal thickness and identical in composition to adjacent pipe insulation, equal to Zeston premolded covers. • All materials, including vapor barrier jackets, glass cloth jackets, adhesives, etc., shall be fire retardant. iv. Insulation Thickness The piping, fittings, and valves shall be insulated with the following minimum thicknesses: • Hot water and circulation piping: 1” thick for pipe 1” and smaller 1-1/2” for pipe larger than 1” Cold water piping: 1/2" thick Rainwater Piping: 1/2" thick 25 2.4 ELECTRICAL SYSTEMS 2.4.1 GENERAL The intent of the electrical design criteria document is to provide guidelines dictated by all applicable codes, owner standards and applicable City, State or Municipal Amendments for all design build team. The owner’s standards will need to be provided by the owner or their representative. The design build team will select equipment based on this criteria and best engineering practices. In the event of a conflict between this document and any code, engineering standards or Owner preference, preceding shall govern. Consult with the Owner. Document and reflect on electrical drawings existing generator and ATS. Show on single line diagram. 2.4.2 ELECTRICAL LIGHTING SYSTEMS Electrical lighting systems shall be based on Illumination Engineering Society guidelines for space foot- candle levels and exceed California Title 24 or ASHRAE standards for energy efficiency and maximum power density. Interior lighting systems with daylight, dimming and occupancy sensor controls will be utilized for minimum power consumption and automatic shut-off, to meet California Green Building Code requirements. The scope of work shall include, but not limited to the following: • Power Distribution • Distribution Conductors and Cables • Distribution Equipment Sizing and Spare Capacities • Power Load Densities for Building Spaces • Distribution and Load Equipment Grounding • Electrical Services to Mechanical and Plumbing Equipment • Wiring Devices • Lighting Systems a. Power Service and Distribution (1) The existing main electrical service switchboard for the building is rated at 400A, 480/277V, 3-phase, 4-wire, 60 Hz. There shall be new 480/277v, 3phase, 4wire panelboard to serve large motor loads and lighting systems. A step down transformer and 120/208v, 3phase, 4wire panel shall be provided to serve receptacle loads and small motor loads. (2) Branch and feeder circuit overcurrent protection will be provided as follows: i. Distribution equipment will be fully rated for the available fault current. Series rated equipment will not be allowed. ii. Breakers for feeder and branch circuits will be bolt-on type molded case. iii. Ground fault circuit interrupters will be provided with receptacles located in restrooms and exterior areas. 26 b. Distribution Conductors and Cables (1) Power conductors shall be as a minimum Type THWN-2, rated 600 V, 90-C. (2) Conductors must be plainly marked with the manufacturer's name, date of manufacture, voltage and classification letters and will be inspected and approved before being used. Insulated wire conductors, 600 volts or less, must be made of copper, with wire gauge, insulation type, temperature rating, and manufacturer clearly printed on insulation. (3) Minimum conductor size shall be No. 12 AWG for power and lighting and No. 14 for control. All wire and cable shall be stranded copper conductor. The maximum voltage drop in each branch circuit shall be no more than 3%. The maximum voltage drop in each feeder shall be no more than 2%. c. Conductor Color Coding: (1) Mark each phase or leg in each panelboard with identifying tape. The insulation of all conductors is to be color coded throughout the length of the circuit as follows: 208/120V, 3 phase, 4 wire: Switch leg 120V Phase A – Black Brown Phase B - Red Orange Phase C – Blue Yellow Neutral - White Ground - Green d. Distribution Equipment Sizing and Spare Capacities (1) All electrical equipment shall be sized per California Electric Code (CEC) requirements, with spare capacity for future requirements. (2) All lighting and power panels shall be sized with minimum 20% spare capacity. (3) Minimum conduit size will be ¾” inside the building. e. Service, Distribution and Load Equipment Grounding (1) The size of the distribution system bonding and grounding electrode conductors to be as set forth in the 2016 edition of the CEC for the applicable sizes of circuit wire. The grounding conductor shall be green colored unless it is bare copper. f. Electrical Services to Mechanical and Plumbing Equipment (1) Provide a fused disconnect switch at all powered HVAC equipment. g. Wiring Devices 27 (1) Duplex convenient receptacles shall be 20 ampere, 125 volt, 3 pole grounding type NEMA 5 - 20R with screw-type terminals. Ground-fault circuit interrupter outlets, for wet area or sink counter locations, shall be 'feed-thru' type duplex receptacles with test reset buttons. (2) Switches shall be minimum20 amp, 120 volt, heavy duty toggle, single pole, with screw-type terminals. When multiple switches are installed and voltage potential is above 150 volts, install approved isolation barriers between switches. (3) Provide wiring devices mounted with the following centerline heights above the finished floor: • Wall Switches: 4'-0" • Convenience Receptacles: 18” • Telephone and Data Outlets: 18" • Wall Phone Outlets: 4’-0” (4) Mount switches, convenience receptacles and telephone outlets vertically in all locations, unless obstruction prevent, with ground prong at bottom. Install neutral plug on horizontal mounted receptacles on bottom for safety reasons. h. Lighting System (1) The lighting system will be designed to 2016 Title 24 and Illuminating Engineering Society (IES) accordance with guidelines. Room and area lighting systems shall be based on LED lamp. Incandescent lamp fixtures will not be allowed. Light zones and switching shall meet or exceed Title 24 controls and switching requirements. (2) Provide occupancy sensors and dimming according to Title 24 requirements. Provide battery-backed emergency lighting for egress pathways (interior hallways and stairs) for evacuation of the building to public areas. Provide Photometric Studies for egress pathways on each floor, showing CBC compliance with a minimum design emergency lighting level of 1.0 footcandle at floor level. (3) Provide dimmable light fixtures and daylighting controls in all spaces per Title 24 requirements. Daylighting control system shall have occupancy sensor and interior photocell integration capability for automatic zone based shut-off and gradual full range artificial light level dimming with increases in daylight (stepped dimming will not be allowed). Control system shall be 100% self-configuring with automatic zone photocell calibration and light loss factor correction. i. Fire Alarm System (1) All equipment proposed for use shall comply with the most current provision of the following standards: • National Electric Code, Article 760. • National Fire Protection Association Standards: NFPA 70 and 72 • National Fire Alarm Code NFPA101 Life Safety Code 28 • And Codes/Amendments Local Authorities Having Jurisdiction if specification is more stringent. (2) The fire alarm system for the remodel areas shall match existing master fire alarm system. Provide power supplies, peripheral devices, etc. as required per code. (3) Alarm Initiating Devices • Manual Pull Stations • Manual pull stations shall be provided at each floor egress and shall be spaced per NFPA 72. • Pull stations shall be double-action of the non-coded type with a key reset switch. (4) Smoke Detectors • Smoke detectors shall also be located within stairwells, electric rooms, security room, ceiling voids and other locations as required by code. • Smoke detectors shall be photoelectric type. • Beam detectors shall be located in open walls as well as large open areas in lieu of photoelectric smoke detectors. • Duct smoke detectors shall be located at each air-handling unit and shall be the photoelectric type. • Smoke detectors shall operate an alarm verification function via software that will require (2) smoke detectors to initiate an alarm condition prior to activating alarm indicating devices. (5) Heat Detectors Heat detectors shall be provided in kitchen, pantries, mechanical equipment rooms, elevator machine rooms and Generator Room. (6) Alarm Indicating Devices • Visual strobe units shall meet the requirements of NFPA. • Audible units in public spaces shall be speakers with a peak output of 96 dB at 10'-0". • Audible units in mechanical areas or other areas with high ambient noise shall be trumpet type suitable for such locations. • Audible alarms located in the animal facility shall have a special frequency rating as to be unobtrusive to the animals. (7) Wiring All fire alarm wiring shall be closed loop MICC/FP2000 type and supervised. All wire and cable shall be suitable for fire alarm use and shall be installed in conduit. (8) Testing The entire system shall be installed and tested to the satisfaction of the local building and safety plan check and Fire Dept. inspectors. 29 2.5 STRUCTURAL 2.5.1 GENERAL The intent of the structural design criteria document is to provide guidelines dictated by all applicable codes, owner standards and applicable City, State or Municipal Amendments for the design build team. The owner’s standards will need to be provided by the owner or their representative. The design build team will select equipment based on this criteria and best engineering practices. In the event of a conflict between this document and any code, engineering standards or Owner preference, preceding shall govern. Consult with the Owner. 2.5.2 STRUCTURAL MODIFICATIONS An addition to the structure is planned off the southeast corner of the building, consisting of three new exterior CMU walls, and a new steel framed low roof with metal deck. The exterior parapet wall where the new addition abuts is to remain in place. Structural modifications shall include: a. The low roof on the northeast corner of the building is to be raised to match the elevation of the existing high roof. Existing steel roof members are to be relocated, and new metal roof deck and roofing are to be installed. b. The existing CMU wall along gridline 1, between gridlines A and B is to be extended up to the new high roof. c. A steel frame is to be located behind the wall extension for out of plane support. d. The existing CMU walls along gridlines A and B are to be removed. e. A new 8” CMU wall on gridline A, and a new 12” CMU wall along grid B is to be built. f. A new steel post is to be added to pick up gravity loads from existing steel framing at gridline 3/B. g. New pad footings and strip footings are to be added to support new CMU walls and steel posts. h. New openings are to be cut into the existing 8” CMU wall along gridline 3, and reinforced with steel channels above the opening. i. A new light gauge parapet along gridline B has been added to replace the existing CMU parapet that is to be removed. j. Non-bearing interior cold formed steel walls have been added. 2.5.3 CODES AND STANDARDS a. 2016 California Building Code (CBC) 2.5.4 STRUCTURAL DESIGN CRITERIA a. Live Load (Roof) = 20psf (reducible) 30 b. Wind Load Importance Factor =1.0 110mph Exposure ‘C’ Topographic Factor, Kzt = 1.0 c. Seismic Load Importance Factor =1.0 Site Class = D 𝑆𝑆𝑀𝑀𝑀𝑀 =1.136g 𝑆𝑆𝑀𝑀1 =0.649g 𝐹𝐹𝐴𝐴 =1.08 (ASCE 7-10 Table 11.4-1) 𝐹𝐹𝑉𝑉 =1.59 (ASCE 7-10 Table 11.4-2) 𝑆𝑆𝐷𝐷𝑀𝑀 =0.757g 𝑆𝑆𝐷𝐷1 =0.433g Seismic Design Category = C Special Reinforced Masonry Shear Walls: R=5.0 𝐶𝐶𝑑𝑑=3.5 Ω0=2.5 *Note: Existing gravel fill on roof is being replaced with new gravel fill. Net weight of the roof assembly after replacement of gravel fill is assumed not to exceed the weight of the existing roof assembly. 31 3.0 ADDITIONAL SELECTIVE TECHNICAL SPECIFICATION SECTIONS COVER SHEETSHEET INDEXSHEET TITLEARCHITECTURALSHEET INDEXA-0.0DEMOLITION PLANA-0.2DEMOLITION ROOF PLANA-0.3PROPOSED FLOOR PLANA-1.1REFLECTED CEILING PLANA-1.2ROOF PLANA-1.3BUILDING SECTIONSA-3.1A-2.2A-2.3A-2.4EXTERIOR ELEVATIONSA-2.1STRUCTURALSTRUCTURAL PLANS2.1MECHANICALMECHANICAL COVER SHEETM-0.0MECHANICAL PLANM-2.0MECHANICAL ROOF PLANM-4.0MECHANICAL DETAILSM-5.0MECHANICAL DETAILSM-5.1ELECTRICALPLUMBINGPLUMBING PLANP-1.0PLUMBING ROOF PLANP-2.0GENERAL NOTES, LEGEND, AND SHEET INDEXE-1.0PLUMBING COVER SHEETP-0.0LIGHTING PLANE-2.0POWER PLANE-3.0ROOF POWER PLANE-4.0SINGLE LINE DIAGRAM AND LIGHTING FIXTURE SCHEDULEE-5.0E-6.0INTERIOR ELEVATIONSINTERIOR ELEVATIONSEXTERIOR ELEVATIONSDESCRIPTION OF WORK: THE SCOPE OF WORK INCLUDES THE COMPLETION OF DESIGN ANDCONSTRUCTION OF A NEW CMU ADDITION, REPLACEMENT OF MECHANICAL EQUIPMENT, ROOFREPLACEMENT, RELOCATION OF RESTROOM, LOCKER ROOM & LOUNGE, NEW INTERIOR WALLS, NEWWINDOWS AND DOORS, RELOCATE ROTARY LIFT, RAISE NORTH WING AS SHOWN TO RAISE ROOFHEIGHT OF CURRENT PARTS ROOM TO CREATE (2) NEW SERVICE BAYS, NEW ROOF AS NECESSARY.NEW OSHA COMPLIANT ROOF HATCH AND OSHA COMPLIANT FALL PROTECTION FORSKYLIGHTS.PROVIDE UTILITY WORK AS NECESSARY. COORDINATE CONFLICTS WITH EXISTING UTILITIESINCLUDING ONSITE CLARIFIER. COORDINATE WITH LOCAL UTILITY COMPANIES FOR CONSTRUCTIONDURING CONSTRUCTION FOR STOPPING AND STARTING SERVICE.THE DESIGN BUILD CONTRACTOR TO PROVIDE PROFESSIONAL DESIGN, MANAGEMENT ANDCONSTRUCTION SERVICES FOR THE DESIGN AND CONSTRUCTION OF THE PROJECT. THECONTRACTOR'S TEAM SHALL INCLUDE DESIGN BUILD CONTRACTOR, ARCHITECT/ENGINEER,STRUCTURAL ENGINEER, MECHANICAL PLUMBING ELECTRICAL ENGINEER, CIVIL ENGINEER, ALLLICENSED IN CALIFORNIA WHO WILL SIGN AND SEAL DRAWINGS FOR SUBMISSION AND APPROVAL TOCITY PLANCHECK AND ALL OTHER AGENCIES HAVING JURISDICTION FOR PERMIT APPROVAL.SUBMISSION SHALL INCLUDE STRUCTURAL CALCULATIONS. COMPLETE ANY SWPPP LIDREQUIREMENTS.DESIGN BUILD WITH GUARANTEED MAXIMUM PRICE(D/B WITH GMP) WHICH SHALL INCLUDE ALL DESIGNAND CONSTRUCTION SERVICES NECESSARY TO IMPLEMENT THE GOALS OF THE PROJECT INCLUSIVEOF BUT NOT LIMITED TO ARCHITECTURAL, CIVIL, ELECTRICAL, STRUCTURAL, MECHANICAL, PLUMBINGSERVICES. A WATERPROOFING CONSULTANT IS REQUIRED.DESIGN BUILDER SHALL PROVIDE A SURVEY INCLUDING GRADES AND UTILITIES TO CONFIRM SITECONDITIONS NO SURVEY IS AVAILABLE FOR THIS PROJECT.ARCHITECTURAL ABBREVIATIONSDETAILDETDIMENSIONDIAMETERDRAWINGELEVATORELEVATIONEXPANSION JOINTEACH WAYEQUIPMENTEXISTINGELECTRIC WATER COOLEREXTERIOR INSULATION FINISH SYSTEMEXPANSION (EXPOSED)ELEQELEVEWEXISTEWCEQUIPEXPEQUALDIADNDIMDWGEIFSEAEJEACHDOWNB.O.H. BOTTOM OF HEADERCONTRACTOR INSTALLEDCONTRACTOR FURNISHED, CARPETCEMENTITIOUS TILE BAKERBOARDCAST-IN-PLACECENTERLINECOLUMNCONCRETECONCRETE MASONRY UNITCONTINUE (OUS)CERAMIC TILECONTROL JOINTBEARINGCEILINGCLGCOLCMUCLOCONCCONTCPTCTCLOSETC.F.C.I.BRGCBCIPCLCJABOVE FINISHED FLOORALUMINUMBUILDINGBOTTOM OFACOUSTIC CEILING TILEBLOCKINGALTERNATEBOTTOM OF TRUSSADDITIVE BID ITEMALUMACTBDB/BMBLDGB.O.T.BLKGBEAMBOARDALTAFFABIMECH MECHANIC (AL)TIE BEAMT.B.MANUFACTURE (ER)NOT IN CONTRACTMASONRY OPENINGOUTSIDE DIAMETERORIENTED STRAND BOARDNUMBERNO OR #OBSCUREOPPOSITEOPENINGNOT TO SCALEON CENTER (S)OPPOPGODOSBOBSNTSOCMATERIALMINIMUMMETALMISCELLANEOUSMINMONICMISCMATMTLMFRTOP OF BEAMVINYL WALL COVERINGVINYL COMPOSITION TILEVWCW/OWBW/WDWITHOUTWOOD BASEWITHWOODT.O.S.VERTVCTTYPTHKT.O.B.TEMPTOP OF SLABVERTICALTYPICALTEMPEREDTHICKGOVERNMENT FURNISHED, GOVERNMENT INSTALLEDGOVERNMENT FURNISHED, CONTRACTOR INSTALLEDGFCIINSIDE DIAMETERGYPSUM WALL BOARDHPHIGH POINTJOINTLAVATORYLOW POINTMAXIMUMHEIGHTINSULATIONJTLPMAXLAVIDHTINSULGYPSUMHOLLOW COREHORIZONTALGLASS, GLAZINGHOLLOW METALGWBHMHCHORIZGFGIGLGYPFIRE EXTINGUISHER FABRIC WALL COVERINGFIRE EXTINGUISHER CABINETFEFLOORFINISH (ED)FOOT/FEETGAGE, GAUGEGALVANIZEDFTGAFWCGALVFINFLFECEXTERIORFOUNDATIONFLOOR DRAINFDEXTFDNRDROOF DRAINRESILIENT SHEET FLOORINGREVISION (S) REVISEDROUGH OPENINGSMOKE DETECTORREINFORCE (ING)STAINLESS STEELSPECIFICATION (S)SIMILARSIMSTLSUSPT/TSPECSQSSSTEELTOP OFSUSPENDEDTREADSQUARESHTSDSCREVREINFRFROSOLID CORESHEETPLASTIC LAMINATEPHYSICALLY HANDICAPPEDPRESSURE TREATEDREQ'DRADRBPTQTRPLREQUIREDRUBBER BASERADIUSQUARRY TILERISERPLATEPLAMPHPPPPAVER TILESPAINTARCHITECTURAL SYMBOLSINDICATES DIRECTIONOF CUTTING PLANEEXTERIOR ELEVATIONWALL SECTION1A201DETAILSIS DRAWNSHEET NUMBERWHERE DETAIL1A201NUMBERINDICATESDETAILOF CUTTING PLANINDICATES DIRECTIONWHERE SECTIONSHEET NUMBERIS DRAWN TYP.1A2011A201IS DRAWNSHEET NUMBERWHERE SECTIONWALL SECTIONBUILDING SECTIONNUMBER INDICATESIS DRAWNSHEET NUMBERWHERE ELEVATIONELEVATIONINDICATESNUMBERINTERIOR ELEVATIONAA201LETTER INDICATESBUILDING SECTIONAA201LOCATION1A201ABCDELEVATIONLETTERINDICATES0'-0''DEMOLITION NOTEELEVATION TARGETREVISION NOTESRENOVATION NOTEROOM NUMBERSCOLUMN GRID11DOOR NUMBERSWALL TYPEWINDOW TYPES1100ATITLESTAGSELEVATION, SECTION OR DETAILSHEET NUMBER WHERELETTER INDICATES BUILDING SECT.NUMBER INDICATES ELEV., WALLSECTION OR DETAILIS DRAWNA-0.0DETAILSA-5.1SCHEDULESA-6.1ENLARGED FLOOR PLANA-1.4U.O.N. UNLESS OTHERWISE NOTEDFURNITURE PLANA-6.2PACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17STRUCTURAL PLANS2.2LIGHTING CONTROL DIAGRAMSSLAB ON GRADES.O.G.DETAILSA-6.3GENERAL NOTES 1 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. 2. DO NOT SCALE DRAWINGS. 3. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONC. BLOCK AND CENTERLINE OF STUDS U.O.N. AND TO FACE OF FINISH WHERE NOTED 4. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE 2013 BUILDING CODE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF BUILDING. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS, AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT, ANY DISCREPENCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 5. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAILS OR DRAWINGS. 6. DISCREPENCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND BRIDGING DESIGN TEAM. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE ARCHITECT PRIOR TO THE INSTALLATION OF ANY WORK. $ 7. CONTRACTOR TO CHECK AND VERIFY SIZE AND LOCATION OF DUCTS. PLUMBING RUNS AND MECHANICAL EQUIPMENT WITH MECHANICAL AND PLUMBING CONTRACTORS BEFORE CONSTRUCTING WALLS, FLOORING, CEILINGS, CABINETS, EQUIPMENT BASES, ETC. FOR CONFLICTS. 8. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. 9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE INTENT OF THE DESIGN. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES THE CITY SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR THE SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE BRIDGING ARCHITECT AND BRIDGING ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE BRIDGING ARCHITECT AND BRIDGING ENGINEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLEY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS. THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 10. CONTRACTOR SHALL PROVIDE A SURVEY WITH GRADES AND UTILITIES FOR THE CONTRACTOR'S USE FOR COORDINATION. 11. PROVIDE 2A-10BC RATED FIRE EXTINGUISHERS AT LOCATIONS REQUIRED BY FIRE DEPT. FIELD INSPECTOR. 12. EXIT DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. 13. PROVIDE EXIT SIGNS AND ILLUMINATION AS REQUIRED. 14. FIRE LIFE SAFETY ANALYSIS SHALL BE PROVIDED BY THE DESIGN BUILD CONTRACTOR TO CONFIRM FIRE LIFT SAFETY AND EXITING REQUIREMENTS. 15. GLAZING MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT CODE. ALL SAFETY GLAZING SHALL BE LABELED. 16. THE CONTRACTOR SHALL PROVIDE AND CONSTRUCT A CONSTRUCTION PROTECTION FENCE IN CONFORMANCE WITH THE REQUIREMENTS OF THE BUILDING CODE AND AS REQUIRED BY THE CITY. 17. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. 18. THE CONTRACTOR WARRANTS TO THE CITY AND THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. 19. FOR INTERIOR FINISH MATERIALS AND COLORS REFER TO FINISH AND COLOR SCHEDULES. THE FLAME ]1 '//7 /{ SPREAD RATING OF INTERIOR FINISHES SHALL BE PROVIDED AS REQUIRED BY CODE. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING I 1{ UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN <) CONJUNCTION WITH THE EXECUTION OF THIS WORK. 6 ' DRAWING TITLE 1 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR ' EQUIPMENT SUPPLIED BY THE OWNER. ' A201 SCALE: AS NOTED ' ' 22. AT THE TERMINATION OF THE WORK, SUBMIT TO BUILDING OWNER, MAINTENANCE MANUALS PRESENTING '€, .,._ ' FULL DETAILS FOR CARE AND MAINTENANCE OF ALL SURFACE AND EQUIPMENT OF EVERY NATURE. ]I [ CONTENTS SHALL INCLUDE MANUFACTURER'S AND INSTALLER'S NAMES, ADDRESSED, PHONE NUMBERS, AND INSTRUCTIONS FOR INSTALLATION, START-UP, OPERATION, MAINTENANCE PARTS LIST, AND DATA SHEETS. 23. CONTRACTOR SHALL OBTAIN AND MAINTAIN AT HIS EXPENSE ALL NECESSARY PERMITS AND LICENSES FOR THE COMPLETION OF THIS JOB, EXCEPT AS SPECIFICALLY PROVIDED IN THE INVITATION BID. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VERIFICATION AND COORDINATION WITH OTHER TRADES OR SUBCONTRACTORS AND THEIR WORK TO ENSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS, CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR KEEPING ABREAST OF ;{ CONSTRUCTION PROGRESS AND WHERE DELAYS HAVE OCCURRED DUE TO THE CONTRACTOR'S FAULT, MAKE UP TIME LOST AT HIS OWN EXPENSE AS NECESSARY TO MAINTAIN THE CONTRACT SCHEDULE. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEANUP OF THE SITE ~~ --0 OF ALL DEBRIS WHETHER CREATED BY HIS WORK OR THE FAILURE OF THE SUBCONTRACTOR TO CLEAN UP AFTER THEIR WORK. ' / [ ' 26. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION TRAILER FOR THE CONTRACTOR'S USE. "", ' { ' ( ) 27. ALL WORK SHALL CONFORM TO THE CALIFORNIA BUILDING CODE (C.B.C.) ACCESSIBILITY "" REQUIREMENTS AND TO THE REQUIREMENTS OF THE FEDERAL AMERICAN DISABILITIES ACT (A.D.A.). @ , -ROOM NAMES I 100 I -,< [ 0 --• 30% DESIGN RF, ) " ~ /. / \ / .f. I I I 1 CD }:~ \ I '-_ _,., & [ MARK DATE JESCRIPTION ~ / 8 ( PROJECT NO: $ DWG: DRAWN BY: SHEET 1 OF 32 TOOLSTORAGE022PARTS021AIR ANDLUBE ROOM027TIRE SHOP028ELEC.031MECH.030TRUCKSERVICEBAY-C 017SUPERVISOR012BATTERIES025WOMENSHOWER010ADMINSUPPORT013MEN'STOILET006SUPER-INTENDENT014WOMEN'SLOCKERS008VEST003LOUNGE002ENTRY001WHCUST011VEST.007BRAKESHOP026LIFTLIFTMEN'SLOCKERS004SKYLIGHTSABOVESKYLIGHTSABOVEUP TOMEZZ.AUTOSERVICEBAY-A015MEN'SSHOWER005135791113ABCD12468101213ABCDA.4A.4SINKAUTOSERVICEBAY-B016TRUCKSERVICEBAY-D 018TRUCKSERVICEBAY-E 019TRUCKSERVICEBAY-F 020AUTOSERVICEBAY-G023AUTOSERVICEBAY-H024SKYLIGHTSABOVEDEMO ROLL UP DOORDEMO ROLL UP DOORDEMO WINDOWDEMO CMU FORNEW DOOR ANDSIDELIGHTREMOVE SINKREPLACE SINK,NEW SINK TO BE INSAME LOCATIONTEMPORARILY CAPUTILITIES DURINGCONSTRUCTIONDEMO CMU ANDDOOR, DOOR ISRELOCATEDEXISTING (E) ABOVE GROUND ROTARYFOUR POST VEHICLE LIST MOVES TOBAY 5, SEE SHEET A-1.1EXISTING AIR OVER HYDRAULICTWIN POST VEHICLE LIST IN BAY AMOVES TO BAY 4, SEE SHEET A-1.1DEMO SLAB FORRELOCATION OFAIR OVER HYDRAULICTWIN POST VEHICLE LIFTFROM SERVICE BAY BTHERE IS NO LIFT HERE,OUTLINE SHOWN FORREFERENCE SEE A1.1RELOCATION OFABOVE GROUNDROTARY LIFT FROMSERVICE BAY ATHERE IS NO LIFTHERE, OUTLINESHOWN FORREFERENCE SEEA1.1PACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17DEMOLITION PLANSCALE: 1/8"=1'-0"N1SAWCUTCUT AND REMOVE EXIST.PAVEMENTEXISTING WALL TO REMAINDEMOLISH EXISTWALL/DOOR/WINDOW/CEILINGSKEYNOTELEGEND1. REMOVE & CAP ALL PLUMBING FIXTURESAND REMOVE ALL CABINETRY WITHIN AREAOF WORK. PATCH AND REPAIR.2. SEE STRUCTURAL FOR REPAIR OF CONC.SLAB FOR TRENCH FOR NEW PLUMBING.3. SEE STRUCTURAL FOR EXTENT OFDEMOLITION FOR EXISTING PARTSROOM 021.NOTE12NOT USED3REMOVE EXIST. HVAC DUCTWORK3344A-2.03A-2.01A-2.02A-2.04REMOVE EXIST. TOOL ENCLOSUREDEMOLITION PLAN5REMOVE ROOF, MECHANICAL,ELECTRICAL & PLUMBING INCLUDINGMECHANICAL EQUIPMENT.55A-0.2e ------l I ~-~~~~~~~~~~~~--~7-------1---------, r1 r1 I I I I I I I I I I I I I I I I I I I I I I I I LJ LJ LJ I I I I I I ~ I I I I I 1--· L_ e I II• L_ n _J e 11 11 l__~l_-~ ~~-----------, ~ ... L -r--------~ L_ ______ _J r--------~ L_ ______ _J n I I I I I I : :--d ---------------1 I u -n I I I I I I I I :~ I I u e e • • • • • % DESIGN RF MARK DATE ESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 2 OF 32 386.5T.P.395.5T. P .386.5T.P.3/8"PER FT.395.5T.P.REMOVE LOW ROOF386.5T.P.395.5T.P.(E) 3/8" PER FT.(E) 3/8"PER FT.(E)386.5T.P.(E)395.5T.P.(E)395.5T.P.(E)395.5T.P.(E) HIGHROOF(E)RIDGE(E) LOWROOF(E) SKYLIGHT(4) HIGH ROOF(E) 3/8" PER FT.(E) 3/8" PER FT.(E) 3/8" PER FT. (E )386.5T. P .(E)386.5T. P .(E)395.5T.P.(E )386.5T. P .135791113ABCD12468101213ABCDA.4A.4(E) RAILING(E) LADDER(E) LADDER1 TYP.2 TYP.3 TYP.4DEMO LADDERDEMO LADDERDEMO BOTH RAILINGSDEMO ROOF DRAINPACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17DEMOLITION ROOF PLANSCALE: 1/8"=1'-0"NDEMOLITION ROOF PLAN2A-2.21EXIST ROOF DRAIN AND OVERFLOWTO REMAINALL EXIST ROOFING TO BE REMOVEDKEYNOTELEGEND1. REMOVE ROOFING TO EXIST. SHEATHING.2. PROTECT ALL EXISTING EQUIPMENT,PENETRATIONS AND SKYLIGHTS.NOTE2EXIST CRICKET3COPING TO REMAIN AT PARAPET, TYP.4DEMO. SEE STRUCTURAL DWGS. FOREXTENT OF DEMO.A-0.3DEMO STRUCTURE, ROOF, DUCTING,HVAC, LIGHTS AND STRUCTUREIN THIS AREA, SEE STRUCTURAL FOREXTENT OF DEMO AND EXTENT OFSALVAGEI 0 0 I / / I?-/ / / / / / / / / / / 0 0 / 0 0 / / / e / 0 /6 / / Q/0 / /o 0 /~ / / e • • • • / /I MARK DATE PROJECT NO: DWG: DRAWN BY: SHEET 3 0% DESIGN RFP ESCRIPTION OF 32 2A2.3ADCB1A2.3ADCB3A2.3ADCB5A2.4ADCB2A2.4ADCB1A2.4ADCB4A2.4ADCB3A2.4ADCB(E)AUTOSERVICEBAY#7023(E)AIR ANDLUBE ROOM027(E)TIRESHOP028(E)ELEC.031(E)MECH.030(E)TRUCKSERVICEBAY#2 018(E)TRUCKSERVICEBAY#1 017(E)BATTERIES025WH(E)BRAKESHOP026(E)LIFTUP TOMEZZ.WH(E)CUST011(E)ENTRY001(N)SERVICEWINDOW(N)PARTS80432'-10"37'-4"24'-0"(N)WOMEN'SLOCKERS805(N)MEN'SLOCKERS807(N)LOUNGE8096'-0"7'-10"14'-4"10'-7 1/2"8"11'-6 1/2"12'-2"10'-0" 3'-10"19'-8 1/2"11'-1 1/2"15'-6"13'-7 1/2"5'-0"7'-6 1/2"7'-6 1/2"31'-4"14'-2 1/2"5'-6"(N)VEST808(N)VEST806NEW LOCKERSNEW COUNTER& SINKNEWREFRIGERATORNEW LAV, WCW/ PARTITIONS,(URINALS INMEN'S RM)NEW DOORSW/ GLAZINGTYP.IN ALL DOORSOFFICEADDITION8'-4"2'-7 1/2"2'-8"2'-8"8'-0"(N)SERVICEBAY#6810(N)SERVICEBAY#58111A-2.22A2.12A-2.21A2.1BA3.1B3.1AA3.1A A3.1 135791113ABCD12468101213ABCDA.4A.4EQEQ A.0(E)SINKNEW EXTERIORDOOR(N)OFFICE802(N)OFFICE803(N)OFFICE801CONVERT EXISTINGWINDOW TO ROLL UPOVERHEAD DOOR(E) W INDOW 8'-0"OPENINGADJUSTED(E)TRUCKSERVICEBAY#3 019(E)TRUCKSERVICEBAY#4 020(E)AUTOSERVICEBAY#8024LIFTPROVIDE POWER FORROTARY GROUND LIFTRELOCATED FROM BAY B.COORDINATE EXACTLOCATION WITHMANUFACTURER'SRECOMMENDATIONS ANDCITY PROJECT MANAGER.PROVIDE POWER PERMANUFACTURER'SRECOMMENDATIONS.3'-0"3'-0"3'-0"6'-1"4'-0"4'-0"6'-4 1/2"MOVE ABOVE GROUND LIFTFROM BAY A.COORDINATE EXACTLOCATION WITHMANUFACTURER'SRECOMMENDATIONS ANDCITY PROJECT MANAGER.PROVIDE POWER PERMANUFACTURER'SRECOMMENDATIONSNEW HIGH LOW ADADRINKING FOUNTAINLIFTFIRE TRUCK57' LONG X 8.2' WIDENEW STEEL COLUMNPER STRUCTURLNEW STEEL COLUMNPER STRUCTURLNEW STEEL COLUMNPER STRUCTURL14'-0"13'-0"3'-0"2'-0"NEW STEEL POSTPER STRUCTURL4A2.3A(E)MEZZANINE812D46FIXEDGUARDRAILFIXEDGUARDRAILREMOVABLEGUARDRAILPACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17PROPOSED FLOOR PLANSCALE: 1/8"=1'-0"NPROPOSED FLOOR PLANA-1.1(E) MEZZANINE PLANSCALE: 1/8"=1'-0"N< ) / 7 7 I ., ,. I I• I• ,, 'I I > ·-' ~' r-----.... I / 1 CJ D I ,--. '• ,--. '• / ,--. ,--. '• ··\, \ I I • I ' I ·1 I ·1 I I I ·1 ( . . . . I . ' . i / i / . r i / r 1 \ r ( ? 7 =t I I I I I I ~ ~ ~ (/ ' ' ' I I I D I c:::J r '7 ',...., -'CY"µ -----------; \ ,..--r /( .• ~ / ---------------r-----. /". '~ --' D ~ ' '>-, ·, .. 7 j '· D :::J /r $ D D D D D D ' ; / . . , . ·, . , ' ' ~] I • ~ • • • I ' •,-/ ··,, ~~. :-1 -]:) \\ .•·· \._ ~ _, ~c _\ . ~/ /( <j . ·-. -C; YI II) ~>· · ;i I\ .. __ J -( --l I -" <j ✓ -II c~ D i -I\ ' ; . . . -\ \ --\ I -; I \ ,. I \ -~ • • D • /~ / / ' \ -' D -D -... -.. ./ -'•,'\ • .. I / ·1 / \ .. . ~---"' ( .,,-;:::-I I ( ... •~ \ 21/-;~ ·-... _ .--. ----. . ' -~ 7·,-_ / ~ D V I. l I. ~~ I __ // ' ' ' ' '-r ,-V D ! 7 II I ---...._ / r---..__ E 'cc 7-----D '-r ~ --E = D D ~ D ~-// C--. ~~ --// .f7......, ---. .Jr , " " ' " " ' ' " " --! /\ / ' . /\ ' 1 . !" -------\, ; \\... / . \ / •. \ / ·\ ~ --"· ·"· / \ • / '· ''-. . / "'---/ . ·--. -/ __ ,,/ . --. ------. --. '\ -I ( I I I I I tJ _/ -· .. < ) 0% DESIGN RF e e MARK DATE ESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 4 OF 32 (E)AUTOSERVICEBAY#7023(E)AIR ANDLUBE ROOM027(E)TIRESHOP028(E)ELEC.031(E)MECH.030(E)TRUCKSERVICEBAY#2 018(E)TRUCKSERVICEBAY#1 017(E)BATTERIES025WH(E)BRAKESHOP026UP TOMEZZ.WH(E)CUST011(E)ENTRY001(N)PARTS804(N)WOMEN'SLOCKERS805(N)MEN'SLOCKERS807(N)LOUNGE809(N)VEST808(N)VEST806(N)SERVICEBAY#6810(N)SERVICEBAY#58111A-2.22A2.12A-2.21A2.1BA3.1B3.1AA3.1A A3.1 135791113ABCD12468101213ABCDA.4A.4A.0(N)OFFICE802(N)OFFICE803(N)OFFICE801(E)TRUCKSERVICEBAY#3 019(E)TRUCKSERVICEBAY#4 020(E)AUTOSERVICEBAY#802410'-0''10'-0''10'-0''10'-0''10'-0''10'-0''10'-0''10'-0''12'-8''21'-3'' TO 22'-4"21'-3'' TO 22'-4"SEE STRUCTURAL FORNEW FRAMINGPACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17GYPSUM BOARD CEILINGLEGENDNEW 2x4 ACT CEILINGREFLECTED CEILING PLANSCALE: 1/8"=1'-0"NREFLECTED CEILING PLANA-1.2DASHED LINE SHOWSRAISED ROOF AREAI . . . .. ... I ·-. •, : ·.. : : :,_ : . ·. ,, -·_. < ) I I I I ,----7 I I - - - -I I $ I ' -=:J .---I& / ,---., ,---., / ,---! ~· I I / ' I '1 I '1 I I . ·, . . ' I \ / / . r i i ' ( ? I I I I I (/ ~ l-[= ' ,-,-, lr_J I -. 1-1 'CY. . I ' >( / ""-, I \ ! /' .-' D ' ? ' 1-1 I D ~ :::J ,$-,$-$ ~ D D D D D D I ' I / -. _J '; \ 1-1 ---' ---• • • ' ~_J I • p I ' ".\'\, r'[ ]:) \ -¼c -J '11 II),$-I'\ '¾,-_ ~ J l\', .. J -l I --,.. -D i -c~ / \ I -.. -\, --\ I I -\ I I \ -~ ' ' ' JJ -~.61L ' \ -' D D -', ./ I / ctr// "· -,, .. ~/ ! I -------i' ... / \ \ -. . ---.•' ' ~ I ---D I r ,-./ .;_ D -· ! / "' --E 'cc = I I -E = D D 70\ D ~-// -B . // ,,.----~ . .-. --" " ' " " ' ' " " " -I ! /\ / ' _/\ ' ! \, I . \ / '· / \ ,,/; \ / \, ./ j -· "· " / I, ';, / -· / "'---. . -. . -/ -· . --. . --. --. . --. -. -I ( I I I I I tJ ·., , < ) -30% DESIGN RF, e MARK DATE .JESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 5 OF 32 395.5T.P.39 5 . 5T.P.395.5T.P.3/8"PER FT.(E) 3/8" PER FT.(E) 3/8"PER FT.395.5T.P.(E)386.5T.P.(E )395.5T. P . (E)395.5T.P.(E)395.5T.P.395.5T.P.395.5T.P.(E) HIGHROOF(E) LOWROOF(E) SKYLIGHT(4) HIGH ROOF3/8"PER FT.386.5T.P.386.5T.P.(E) 3/8" PER FT.(E) 3/8" PER FT.(E) 3/8" PER FT. (E )38 6 . 5T.P.(E)38 6 . 5 T. P .(E)395.5T.P.(E)386.5T.P.135791113ABCD12468101213ABCDA.4A.4(E)RIDGE(N) LADDER(N) LADDER(N) OSHACOMPLIANT RAILING(N) LADDER(N) OSHACOMPLIANTROOF HATCH2A-6.3TYP7A-6.3TYP6A-6.3TYP5A-6.3TYP8A-6.3TYP9A-6.34A-6.3TYPPACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17PROPOSED ROOF PLANSCALE: 1/8"=1'-0"N1A-2.22A-2.11A-2.12A-2.2AREA OF NEW ROOF1NEW ROOFING. SEE DTL 1/A-6.3NEW ROOFINGKEYNOTELEGEND1. PAINT EXIST. COPING.2. ROOF SLOPE AND DIRECTION NOTED.3. PARAPET HEIGHT NOTED.4. NEW WALL TO EXISTING WALL.5. REPLACE FLASHING AT PENETRATIONS ANDSKYLIGHTS6 NEW PARAPET WALLNOTE2NEW CRICKET3NEW COPING4NEW ROOF DRAIN AND OVERFLOWSEE NOTE 4SEE NOTE 5, TYP.1 TYP.3 TYP.4ROOF PLANAREA OF NEW ROOF1 TYP.3 TYP.SEE NOTE 65NEW CMU WALL. SEE STRUC. DWGS6NEW CMU WALL. SEE STRUC. DWGS55566NEW ADDITION,NEW LOW ROOFAND STRUCTURERAISE ROOF. NEW HIGH ROOFAND STRUCTURE.DEMOLISH EXISTING LOW ROOF.2 TYP.TYP 24TYP 6A-1.3NEW GUARD RAIL AROUND SKYLIGHTSPER OSHA REQUIREMENTS, TYP..REPLACE (E) LADDER WITHNEW CAGED LADDERPER OSHAREQUIREMENTSREPLACE (E) LADDER WITHNEW SHIPS LADDERPER OSHAREQUIREMENTS12" CURB RECOMMENDED.TYP. ALL SKYLIGHTS0 /--,.~. . . ' ' ' ' I I I I I I I 0 0 --------I I I I I • (0 • 0 0 0 0 0 ------' i ---8 8 • 0 0 0 [9 0 0 0 • L...£~~~~~~~~~~hJ----¾rr==~=~H-------~~""""7i"~=7itff---~=======;;;;;;;;;;;;;;;=71 0 0 0 0 0 e 0 0 8 •e e e • • • • • • 0% DESIGN RFP MARK DATE ESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 6 OF 32 5A2.4ADCB2A2.4ADCB1A2.4ADCB3A2.4ADCB4A2.4ADCBNEWWOMEN'SLOCKERS805NEWMEN'SLOCKERS807NEWLOUNGE809NEWVEST808NEWVEST80619'-8"11'-1" 31'-4"31'-4"13'-8"15'-6"30'-8"5'-6"14'-3"7'-7"6'-1"7'-7"7'-7"7'-7"5'-0" 5'-0" CLR 2A2.3ADCB1A2.3ADCB3A2.3ADCBNEWOFFICE80312'-2"10'-0" 7'-10"14'-4"10'-7"6"22'-8"10'-7"AA-2.330/66GROMAMIA30/66BBFAMIABBF24/36GROM24/4824/48 30/66AMIA24/48NEWOFFICE802NEWOFFICE8011'-0" 1'-8"1'-0"CLRLOW ADACOUNTERPACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17ENLARGED FLOOR PLANSCALE: 1/4"=1'-0"NENLARGED FLOOR PLANA-1.4--"' \ \ ' -c ----~" C ' ' ' ' , ___ / '.--~ VII I II v i:-:-:-:--••••••••• ,-I • ... --'' ' p~~~~------'Is-",;, -11 '. <)f'~··· ! / --'t--4/ ~ I ---J D IT 11 \ '--•//-\ _.----' 17 ....':-=~----_-_-_-_-_-_....::.-:-::--::--::-=-=-~:::i-t--'k C I ~ .. '1<-1u~======================·=-----=--=-~~lj__j_j \ ---------------¥-ice \ I ' _/ /i ) lJ -------LJ> ----I D I -I --~I ' D ,. I_ I 1 -~1/ci D\ ~ .. '\ / \ \, '-------._ ___ ____,/ \ 1, L~•~~~~~~1---,-===L , ___ r9-f~L ___ i::,:::::::::;~::~_::::1=_::::_:;:=====~-++->1,--'I.,; I I D I I i.\1) : ~•~a I I ' J, I 1 I•~~---------" I ----II : Y::,~ri¾ (~:~~:{ lt~rih ~:''3ro~~ 1 I 30% DESIGN RFI MARK DATE nESCRIPTION PROJECT NO: DWG: DRAWN BY: e SHEET 7 OF 32 13579111311324681012PROPOSED WEST ELEVATIONSCALE: 1/8"=1'-0"PROPOSED EAST ELEVATIONSCALE: 1/8"=1'-0"26'-0"17'-4"8'-8"7'-0"11.3123 COURSES8'-6" (E) HIGH ROOF (E) HIGH ROOFNEW HIGH ROOF EXISTING LOW ROOF (E) HIGH ROOF BEHIND NEW LOW ROOFEXISTING BUILDING NEW ADDITIONEXISTING BUILDING NEW SERVICE BAY OPENING& O.H. DOOREXISTING SERVICE BAYOPENING & O.H. DOOREXISTING SERVICE BAYOPENING & O.H. DOOREXISTING SERVICE BAYOPENING & O.H. DOOR26'-0''17'-4''26'-0''T.O.CANOPYT.O. WINDOW NEW DOORNEW HIGH LOWSERVICEWINDOWSDOOR LOCATIONMODIFIEDNEW CANOPYA-2.1PACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17EXTERIOR ELEVATIONSI I .. .. 6' r I '-fl' I I I " " " " " " " " " "' "' " " " " " " " 6' " " " " " " " " " "' "' " " " "' " " " ""' " " " " " " " " " "' "' " " " Ill II I Ill II II I II II II II II I "" 11111 II 11111 1111 1111 111111 II "' '-I" l 1111111 1111 111111111111 1111 11111 I I II 11111 II 111111 11111 1111 11111111 II I II 1111 I II I II 1111 I 1111 II 11111 II 11111 II II II "' "" " " "" " " " "" " " " , L \ II' II 1111 II' 'II 1111 Ill II' I Ill= 11 I I I 11 I I --\ =' 11 '" I II I '-Ill 1111 1111 ' N '" ~I I 11~ Ill Ill -\ ' ' ' \ >. \ \ I \ I \ I '__i ~ ~ ~ . 6' '-r' 111111111 1111 1111 111111 Ill 11111 1111 111111111111 11111 11111 111 1111111 II 1111 1111111 111111111 II 1111 1111 11111 111 I 1111 1111 1111 1111 I 11111 1111 II 11111 II 111 1111111 11111 Ill II II 1111 11111 II 1111111 1111 1111 II Ill 111 11111 I 1111 II 1111111 1111 11111111 111 1111111 1111 1111 111111 Ill "' " " " " " "' " "' " ""' " " ""' " " " II II II II " " "" " "" " " II II II II " " " " "" " ""' " "" "" " II II II II II II II II II " "" " ••• C C C • • C • ~ • • ~ '. I/' . I I' ~ n [ ~ . / ', ! • .. ~ / . / I• / ~ . / I/ '-/ . / ~ ~ I 0% DESIGN RFP MARK DATE ESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 8 OF 32 ABCD26'-0" 17'-4"8'-8" 14'-0" 26'-0"17'-4"8'-8"ABCDPROPOSED SOUTH ELEVATIONSCALE: 1/8"=1'-0"PROPOSED NORTH ELEVATIONSCALE: 1/8"=1'-0"3 COURSES 11'-9"A.0A.0213 COURSES NEW LOW ROOF NEW LOW ROOF BEYOND (E) HIGH ROOF (E) HIGH ROOF (E) HIGH ROOF BEYONDLINE OF (E) LOW ROOF NEW HIGH ROOF DEMOLISH LOW ROOF NEW ADDITION BEYONDEXISTING BUILDING NEW ADDITIONEXISTING BUILDINGEXISTING SERVICE BAYOPENING & O.H. DOOR26'-0''17'-4''26'-0''17'4''8'-0"PARTS NEW OPENINGO.H. DOOREXISTING WINDOWNEW WINDOWA-2.2PACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17EXTERIOR ELEVATIONS-----, i i / i I I $ .--. '-I" " "" "" " II II II II II II " II II II II II II " " " "" " " "" " "" " II II II II II " "" .--. " "" "" " II II II II II II " II II II II II II " " " "" " " "" " "" " II II II II II " "" llillJ lillLJ 11 L...ill .1 LlJL 11...il..il lillUJ I lLlLII lL LI I ...ll..il. 11 Lil..il lillLJ I I I " " "" " " "" " "" " II II II II II " "" '-I" II 1111 II Ill 1111 1111 II II Ill I 111111111 II 1111 1111 II 11111 I 111111 11111 Ill 11111111 Ill 1111 11111111 1111 1111111111 II " " " " " " " " " "' " " " " -r> ~1 1111 1111 II 11 11 Ice ---~1 II 111 IIF ~ , 1111 ~ ' \ I ~ I I i ! i i ! ' ! " " " i i i i I I I I I r ,,-1,,. V " " " "' " " " " "" " " " " " " " " " " "' " " " " "" " " " " " " " .-I. " " " "' " " " " 11 I I IJ I I " " " " " " V Ill II 11111 II 1111 I 111111 Ill 1111111 1111 1111 1111111 1111 11111 1111 11111 I I 1111 111111111 111 II I II 1111 II II 11111 1111 " II II II II I 111111 11111 II Ill II 11111 1111 11111 II II II 11111 II II II II II II I "' "' " ""' " " ::: I 1111 I II Ill II n n -c= I 1111 I II 11 I LJ LJ -I -~ ' -. ~ . ~~ " 30% DESIGN RFP L__ '-------~ MARK DATE JESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 9 OF 32 C - NORTHB - WESTA - SOUTHD - EASTC - NORTHB - WESTC - NORTHD - EASTA - SOUTHOFFICE A ELEVATIONSSCALE: 1/4"=1'-0"1OFFICE B ELEVATIONSSCALE: 1/4"=1'-0"2OFFICE C ELEVATIONSSCALE: 1/4"=1'-0"3A - SOUTHD - EASTB - WEST10'-0" 10'-0" 10'-0" 3'-6"3'-4"A-A - DETAILEXTERIORINTERIOR3'-6"3'-4" 2"11 5/8"STAINLESS STEELSHELF WITH DEALTRAYADJUSTABLECLERK SIDEFRAMEFIXEDCUSTOMERSIDE FRAME1 1/4" ACRYLIC IN SS"U" FRAMEOPERABLE LEAF4'-0"3'-0"4'-0"3'-0" 2'-10"TRUCK SERVICE BAY #4 ELEVATIONSCALE: 1/4"=1'-0"421'-3" 22'-4"A-2.3PACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17INTERIOR ELEVATIONS. / ' ' -'<---• . ' . = • / ' / / / ' ' , .. • / / ~ / / ' 1r T I\\ ' . I . \\ 11 I \\ I/ ' ~ -,. ' ~ ' . I 1--------" . --'k-•-',-. 7/ ' / ·, / ·-• -,,, " • " / / / / / . MARK DATE PROJECT NO· DWG: · DRAWN BY· SHEET 1 o -O% DESIGN RFP nESCRIPTION OF 32 MENS VESTIBULE ELEVATIONSSCALE: 1/4"=1'-0"4WOMENS VESTIBULE ELEVATIONSSCALE: 1/4"=1'-0"3B - EASTD - WESTC - SOUTHA - NORTHB- EASTC - SOUTHD - WESTM VESTM VESTM VESTA - NORTHM VEST10'-0"10'-0"A - NORTHB - EAST2'-8"D - WEST2'-8"C - SOUTH2'-8"A - NORTHB - EASTC - SOUTHD - WESTMENS LOCKER ROOM ELEVATIONSSCALE: 1/4"=1'-0"2WOMENS LOCKER ROOM ELEVATIONSSCALE: 1/4"=1'-0"110'-0" 10'-0"LOUNGESCALE: 1/4"=1'-0"5A - NORTHB - EASTC - SOUTHD - WESTREFRIG2'-10"1'-2"3'-0" 2'-10" 10'-0" 4'-0"3'-0"A-2.4PACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17INTERIOR ELEVATIONS-\ > \\ '\ \ \ ' \ \ ''\ // // <~i \ \ -', -\_ '\ \:> o----e----_, -) ! ' C ~ LJ ' sl ";", I \ J /_ "--c---:..1 J il ,_ ~ /' /' // 1--\ t1 +-I I -~a,"' ' -i----------,'-', t +-I-,_ \/ ( I/ -I I I t-, $ ~ / \ '\ \>// )//>: \ \ \ ; ,/ _./ // ' / I // ' ~ C 1/ [J ~ [J \ \ \ I I I '•, ' \ \ \ \\ \_ ' \ ~ --~ I\,_,-t. ) TI I ' u• ·--~-/ 1\ ·0 / ///'/l " ' TI -·' 1,/ I I 'tI[ .l~\:r r \ ' '~1 1/ / / ,· ' ', ' '' '--='--' ~ -~ -'---, \ '· ·, \ ·, \ \ ', \ \ \ '-._ \ \ \._ / \ \ \ '\ \ \ ' \ \ \ \ ' ·, \ \ ) ) / / ; ; ' ' ' / / / / / / / / / / / / / / ' ' ' ' ~ / / -,/ ,-/ / -/ / 1==1 COi / 30% DESIGN RFP ' / / / / / / / i / / / ( I>, \ ' ' \ \ / MARK DATE uESCRIPTION \ ' \ \ ' \ \ ' ' ' ' PROJECT NO: DWG: DRAWN BY: SHEET 11 OF 32 ABCD26'-0" 17'-4"8'-8" 14'-0"PROPOSED BUILDING SECTIONSCALE: 1/8"=1'-0"A.0A72'-0"(N)PARTSNEWOFFICE ANEWLOCKERNEWLOUNGENEWOFFICE CABCD26'-0" 17'-4"8'-8" 14'-0"A.072'-0"(E)AUTO(E)BRAKE SHOPNEWADDITIONBEYOND(E)MEZZANINEREMOVE(E) ROOF NEW ROOF (E) ROOFPROPOSED BUILDING SECTIONSCALE: 1/8"=1'-0"BNOTE:SEE STRUCTURAL DRAWINGSFOR EXTENT OF WALL &ROOF DEMOLITION NEW ROOF (E) ROOF (E) ROOFA-3.1PACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17BUILDING SECTIONS$ T -~~-+------=-~~ JL JL -l I l I -T ~ / --,, ,_ ,/ / -' -' I/ ' / ', ) 1,_ ) -, 1"--' / ', 1/ '-._ ---,/ " -I l J[ T II I_ JL_ ~ ------~ ~~ ----r--------------------------~-------------------------,, ', /"-/ ' -' ----I/ ' / ' / / / 1, / / --1/ / -, / -, --30% DESIGN RFP MARK DATE uESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 12 OF 32 SOUND BATTS,CAULK BOTH SIDES1 LAYER 5/8" GYP. BD.EACH SIDE3 5/8" METAL RUNNER2"SEE PARTITION TYPESHOLLOW METAL FRAMEEACH SIDETO DECK ABOVEHEIGHT AND SECUREJAMB ANCHOR1 LAYER 5/8" 3 5/8" METALSTUD, RUN FULL GYP. BD.CAULK BOTH SIDES2"5 7/8"3 5/8" METAL STUD1/2"578"4" 4"2X P.T. PLATEROOFING PER PLANMETAL COPING, REPLACE2-7/8"3-3/4"4-7/8"5-1/4"7-1/4"WITH ONE LAYER OF 5/8" GYP BD EACH SIDE.PARTITION TYPE A : 20 GA. METAL STUDS AT 16" O.C.PARTITIONTYPELIMITINGHEIGHTFIRERATINGA13'-6"1 HR T-1174-OSUAT EXIST. PARAPETHORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICAL. CONCRETE MASONRY UNIT BLOCK WITH7 5/8"PLAN8" CMU 1/4" X 6" LONG AT48" O.C. BOTH SIDES.EXPANSION BOLT TO FULL COURSE BELOW 1/2" MIN COMPRESSIBLE FILLER8" BOND BM LOCATED FIRSTSTRUCTURE REINFORCE W/1 #5 CONT. AT 4" CMU ANDVERTICAL REINFORCING #6BARS FULL HEIGHT IN FULLYGROUTED CORE AT 48" O.C.LARGER.2 #5's AT 6" AND 3 1/2" x 3 1/2" xAT STRUCTURE.STRUCTURE.A18'-3"-A210'-9" 1 HR T-3362-OSU SIM.A313'-6" 1 HR T-1174-OSUA414'-3" 1 HR T-1174-OSU SIM.A515'-0" 1 HR T-1174-OSU SIM.PACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17DETAILSTYPICAL HOLLOW METAL DOOR FRAMESCALE: 1-1/2"=1'-0"TYPICAL PARTITION DETAILSCALE: 1/4-FULLTYPICAL COPING DETAILSCALE: 1/4-FULL134TYPICAL CMU WALLSCALE: 1-1/2"=1'-0"5A-5.1\ ' ' ' ' I I I ,, I ~ I ' ' , J >I , , \ '1 1• :' \ ~ I ' j PARTITION TYPE P ,' \. _"["' . r"-"-·-~,--_,,) ·V D ' -------'1.-r:. OVERHEAD STRUCTURE --tHt-------tHt----------, A1 1-~8"METALSTUD --++-++------IHI--------< "2. 2-112"METALSTUD A 3-518" METAL STUD --++-++------IHI--------< A4 4' METAL STUD 6' METAL STUD \ 0% DESIGN RF MARK DATE ESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 13 OF 32 DETAILSPACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17SCHEDULESWALLSROOM FINISH SCHEDULEEASTBASENo. ROOM NAME FLOORNORTHHEIGHTCOLORWESTSOUTHTOPMILLWORKBASEFINISHCEILINGREMARKSSMOKE DENSITY FLAME RATING FLAME SPREAD REMARKSINST. BYG.C.FF&EG.C.FF&ESUPPLY BYPRODUCTCOLORITEM. No.MANUF. TEL.MANUFACTURERMATERIALKEYFINISH LEGEND1.ALL PREVIOUSLY PAINTED SURFACES ARE TO BE PAINTED. ALL NEW CONSTRUCTION IS ALSO TO BE PRIMED AND PAINTED.NOTEA-6.1001 (E) ENTRY --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -011 (E) CUSTODIAL --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -017 (E) TRUCK --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -018 (E) TRUCK --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -019 (E) TRUCK --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -020 (E) TRUCK --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -023 (E)AUTO - -PT-1 PT-1 PT-1 PT-1 - -PT-E2 - -024 (E)AUTO --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -$ 025 (E) BATTERIES --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -026 (E) BREAK SHOP - -PT-1 PT-1 PT-1 PT-1 - -PT-E2 - -027 (E) AIR AND LUBE --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -028 (E) TIRE --PT-1 PT-1 PT-1 PT-1 --PT-E2 - -030 (E) MECHANICAL --PT-1 PT-1 PT-2 PT-1 --PT-E2 - -031 (E) ELECTRICAL --PT-1 PT-1 PT-2 PT-1 --PT-E2 - -801 (N) OFFICE VT-1 VT-2 PT-1 PT-1 PT-2 PT-1 --ACT1 - -802 (N) OFFICE VT-1 VT-2 PT-1 PT-1 PT-2 PT-1 --ACT1 - -803 (N) OFFICE VT-1 VT-2 PT-1 PT-1 PT-1 PT-1 --ACT1 - -804 (N) PARTS --PT-1 PT-1 PT-1 PT-1 --PT-2 - -'805 (N) WOMEN'S LOCKERS CT-1 -PT-1 CT-2 CT-2/PT-1 CT-2/PT-1 --PT-2 - -806 (N) WOMEN'S VESTIBULE CT-1 -PT-1 PT-1 PT-1 PT-1 --PT-2 - -'807 (N) MEN'S LOCKERS CT-1 -CT-2/PT-1 CT-2 CT-2/PT-1 CT-2/PT-1 --PT-2 - -808 (N) MEN'S VESTIBULE CT-1 -PT-1 PT-1 PT-1 PT-1 - -PT-2 - -809 (N) LOUNGE VT-1 VT-2 PT-1 PT-1 PT-1 PT-1 --ACT1 - -810 (N) WORK BAY --PT-E2 PT-E2 PT-E2 PT-E2 --PT-E2 - -811 (N) WORK BAY - -PT-E2 PT-E2 PT-E2 PT-E2 - -PT-E2 - -812 (E) MEZZANINE --PT-E2 PT-E2 PT-E2 PT-E2 --PT-E2 - -*NOTE: WOMEN'S AND MEN'S LOCKER ROOMS HAVE SPLIT WALL ELEVATIONS: CT-2/PT-1 EXTERIOR WALLS PAINT PT-E1 MATCH (E) - - - -PAINT WITH (E) COLOR & SHEEN WALLS/CEILING PAINT PT-E2 MATCH (E) - - - -PAINT WITH (E) COLOR & SHEEN WALLS PAINT PT-1 SHERWIN WILLIAMS SW7517 CHINA DOLL • • - - - -EGGSHELL CEILINGS PAINT PT-2 SHERWIN WILLIAMS SW7757 H.RWHITE • • - - - -SEMI GLOSS EXTERIOR PAINT PT-3 SHERWIN WILLIAMS SW7067 CITYSCAPE • • - - - -MASONRY PAINT FLOORS CERAMIC TILE CT-1 STONE SOURCE M.R. COFFEE NAT. • • - - - -WALLS CERAMIC TILE CT-2 STONE SOURCE M.P. ARMANDE NAT. • • - - - -FLOORS VINYL TILE VT-1 ARMSTRONG TP714 SILK SCARF PL TM. • • - - - -BASE VINYL TILE VT-1 ARMSTRONG 64 FRESH TAIPE • • - - - -LOUNGE CABINETS VINYL LAMINATE VL-1 WILSONART 8214K-28 P. CHARCOAL • • - - - -LOUNGE COUNTER TOP VINYL LAMINATE VL-2 WILSONART 4925K-07 CALCUTTAM. • • - - - -ACOUSTIC TILE CEILING ACT1 WHITE • • - - - ---30% DESIGN RFP MARK DATE JESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 14 OF 32 WH(E)LIFTUP TOMEZZ.WH(E)CUST011(E)ENTRY001(N)PARTS804(N)WOMEN'SLOCKERS805(N)MEN'SLOCKERS807(N)LOUNGE809(N)VEST808(N)VEST8061A-2.22A2.12A-2.21A2.1BA3.1B3.1AA3.1A A3.1 135791113ABCD12468101213ABCDA.4A.4A.0(N)OFFICE802(N)OFFICE803(N)OFFICE801LIFTLIFT30/66GROMAMIA30/66BBFAMIABBF24/36GROM24/4824/48 30/66AMIA24/48PACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17FURNITURE PLANSCALE: 1/8"=1'-0"FURNITURE PLANA-6.2< D ,----7 I I I I ,,---/ r:= :=:=:=:::::::::::1 I I -I \ ---,_ 'q \~' ,, I -r!!J -"-.__(_,/ ' ' ' ~ --, \ ii \ 1D I ~ --C V =t I I I I I I ,,, a ---/ I 7 ( I D ----I --I J L..r-'0/_J l -----...... --' ' ' I kfi' I /-,_ -' -/ \ -! I ~ D --I I \ __ ,, ...... '--; ·---· ~ ~ D D $ ~ ! /I ---, 7 p • • • \ -I • -I I __,-J -I! ' \ ' ---~ r1 J'l ---~ ~, ' \ ---/ :-' ' u -- -Cl lr~, ' __ / ~ :;.," J " -'-IL-' ~ ~ ~ '/ \ ,, ~ 1 ~ \ )\ ~ \ ,_ --c-,• "--I -I I -~I I I --' -----""L., ---/,-LI lL -I I -.r -\ ~ ------o//----, --·---· / ---'---. __ _, ,.,,,./ ~ I i \D \ y~ --------: \ --------I -L ! I ~ r--_ . ./ -V ' --// ~ h i=, --- -7 I:-::-: r"""-:i '£_,_1 D LJC ~ I = E ra I / I / :'l) ' t,~{ k.,_.._1 ::JI _,.,,.,,,/ h'a...,.--'i. r ---7 7 JL.....,. -----( -I --I \ \ /\ ' '\ ,\ ! I ! / ; \ ---\ _/ ----/ / '-'-i \ /// / ---'-----'-, __ / '----/ -------------------------I I C ~ I I I I I I 1 J 1 J e 1 J J J ---' i ' ' i ' i ) i ' i ) ' i ) i ----------< D ----Ne 30% DESIGN RFP MARK DATE JESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 15 OF 32 ROOF DECK1/2" COVER BOARD, ADHEREDTHREE-PLY BUILT-UP ROOF(N) SEALANT COVER AT COPING SPLICES, TYP.APPLY CAP OF SEALANT TO TOPSURFACE FASTENERS, TYP.(E) SHEET METAL COPING(E) COPING SPLICE, TYP.(E) ROOF DECK(E) BUILT UP ROOFNOTEPRIME METAL SURFACES INCONTACT WITH ADHESIVESROOF SURFACING1/2" COVER BOARD, ADHEREDTHREE-PLY BUILT-UP ROOFROOF SURFACING8" MIN.(N) COMPRESSION TAPE(N) THERMOPLASTIC FLASHING(N) ROOF SURFACING(N) 1/2" COVER BOARD, ADHERED(N) CANT(E) ROOFING (WHERE APPLICABLE)6"TYPPAINT SHEET METAL COPINGS, TYP.(N) ELASTOMERICCOATING ON CMUPARAPETS, TYP.(N) TERMINATION BAR(N) AHU(N) 3-PLY BUR(N) SEALANT CAP, TYP8" MIN.(N) COMPRESSION TAPE(N) THERMOPLASTIC FLASHING(N) ROOF SURFACING(N) 1/2" COVER BOARD, ADHERED(N) CANT(E) ROOFING (WHERE APPLICABLE)6"TYP(N) OR (E) GSM COUNTERFLASHING(N) HIGH TEMP. SAF(N) 3-PLY BUR(N) TERMINATION BAR(N) OR (E) GSM CAP FLASHING8" MIN.(N) COMPRESSION TAPE(N) THERMOPLASTIC FLASHING(N) ROOF SURFACING(N) 1/2" COVER BOARD, ADHERED(N) CANT(E) ROOFING (WHERE APPLICABLE)6"TYP(N) TERMINATION BAR(E) SKYLIGHT, REINSTALLED ON (N) CURB(N) 3-PLY BUR(N) SEALANT CAP, TYP(N) 2-PLY STRIPPING(N) 2-PLY STRIPPING(N) 2-PLY STRIPPING(N) 2-PLY STRIPPING(N) LEAD FLASHING(N) GRAVEL RETAINER(N) SURFACING, TYP(N) OR (E) CLAMPINGRING (STRAINER NOTSHOWN FOR CLARITY)(N) 2 TARGET PLIES(N) ROOFING,SEE DETAIL 1/-(N) 1/2" COVER BOARD, ADHERED(N) OR (E) P.T. WOOD NAILER(E) ROOFING (WHERE APPLICABLE)(N) PREFORMED GSM BOOT,SET FLANGE IN MASTIC ANDFASTEN AT 3" O.C.(N) RAIN COLLAR(N) 3-PLY BUR(N) SEALANT(N) ROOF SURFACING(N) 2 TARGET PLIES(N) SEALANT(N) OR (E) BATTINSULATION8" MIN.(N) COMPRESSION TAPE(N) THERMOPLASTIC FLASHING(N) ROOF SURFACING(N) 1/2" COVER BOARD, ADHERED(N) CANT(E) ROOFING (WHERE APPLICABLE)6"TYP(N) OR (E) GSM COUNTERFLASHING(N) SEALANT(N) 3-PLY BUR(N) TERMINATION BAR(N) ELASTOMERIC COATING(N) 2-PLY STRIPPINGPACITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovements06/27/17PACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.com4714PROJECT MANAGERDATEREVIEWED BY:CITY REVIEW811-4B10/31/17DETAILSA-6.31SCALE: 3" = 1'-0"Typical New Roof Assembly2SCALE: N.T.S.Pipe / Conduit Flashing3SCALE: 3" = 1'-0"Roofing at (N) or (E) AHU4SCALE: 3" = 1'-0"Typ. Roof Assembly o/ (E) Roofing5SCALE: 3" = 1'-0"Roofing at (E) Skylight6SCALE: 3" = 1'-0"Roofing at Equip. Pad or Curb7SCALE: N.T.S.Roofing at (N) or (E) Drain8SCALE: 3" = 1'-0"Roofing at Parapet9SCALE: N.T.S.Repairs at GSM Copings1-'\ \ •·. \ ·•. 11\\. \ ', \ v--\ \ \ 1 I I r---~ JO% DESIGN RF MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 16 OF 32 11 13 1 3 5 7 9 A B C D 1 2 4 6 8 10 12 13 A B C D A.4 A.4 A.0 KEY NOTES: (N) 8" CMU WALL1 (N) 12" CMU WALL2 (N) HSS 6x6x1/4 POST3 (N) 4'-0"x4'-0"x2'-0" THK FOOTING4 (N) 6'-0"x6'-0"x2'-0" THK FOOTING5 (N) 1'-4" WIDE x1'-0" THK STRIP FOOTING6 SAW CUT (N) OPENING IN (E) CMU WALL. REINFORCEABOVE OPENING W/ MC12x31. REFERENCE ARCH. FORWIDTH & HEIGHT OF (N) OPENING 7 (N) LIGHT GAUGE METAL STUD PARTITION WALL8 DEMO (E) CMU WALL9 (N) 5" CONCRETE SLAB ON GRADE10 NOTES: 1. ROOF & FRAMING SHALL BE PROPERLY SHORED & BRACED PRIOR TO DEMO OR REMOVAL WORK IS PERFORMED. 2. TOP OF FOOTING FOR ALL (N) FOOTINGS -3'-0" U.N.O. 3. SOIL SHALL BE PROPERLY COMPACTED PRIOR TO POURING CONCRETE FOR ALL (N) FOOTINGS & SLAB ON GRADE. 9 5 24 3 7 ABOVE 7 7 8 8 8 8 8 8 88 8 8 8 8 8 1 1 1 6 6 6 10 (N) W12x22 WIND GIRT AT BOTTOM OF(N) 8" CMU WALL EXTENSION11 (N) W12x22 COLUMN12 (N) 3'-0"x3'-0"x2'-0" THK FOOTING13 4'-6" 2 2 6 12 13 11 12 13 11 13 12 (N) CMU PILASTER14 14 REMOVE & RELOCATE (E) STEEL BEAM TO HIGH ROOF15 RELOCATED (E) STEEL BEAMS16 REMOVE & RECONNECT (E) STEEL BEAM TO (N) STEEL POST17 (N) 1 1/2"x18GA. METAL ROOF DECK18 REMOVE (E) 1 1/2"x18GA. METAL ROOF DECK19 LIGHT GAUGE METAL STUD FRAMING PARAPET WALL.PROVIDE HSS 4x4x1/4" SUPPORT POSTS @ 4'-0"O/C20 21 (N) 8" CMU WALL 22 (E) CMU PARAPET TO REMAIN 23 (N) CMU PARAPET 24 SEE ARCH'L FOR RELOCATED LIFT 14'-0" 7 13'-0"2'-0" 1 3'-0" 1 32 PROJECT MANAGER DATE REVIEWED BY: 06/27/17 CITY REVIEW MT CITY OFCARLSBAD FLEETMAINTENANCEREFURBISHMENT 2480 Impala Dr Carlsbad, CA 92010 Bridging Documents for Building Improvements A16-160PACIFIC ARCHITECTURE& ENGINEERING, INC2447 Pacific Coast Highway, #218Hermosa Beach, CA 90254(310)698-8711info@pacific-ae.com10/31/17 17 S2.1 1/8" = 1'-0"FLOOR PLAN 1 REF.: 1/A-1.1 PLAN NORTH :--~-----------r-clrl----------0 R: ~I D--1(A I ti I I m1 I vf----0 i] I I y y y y y y ~ I ~ I I I ~--, ,-~ I I I 0------W~=======:::r:::,~=======r~~~~~~~~~~~~~~~---~f, I====:::;;, - - - ---0 r I I I I 1---~ I I I I I I I I l ___ 'k-: :~I I I I ---- / ------0 I 0 I I • • • Q--------------------------------D ----7 ,-----,----------7 ,--- 1 I I I I I I I I I I I I I I 0-----I I I I I I I I I I I I I I ------0 I I I I I I I I 1r----~ I L ____________ ~ I -7 ,------7 ,----7 I I I I I I I I I I I I I I I I I I I 0--------l-'=L=======--.'==~;;;;;;;;;;:::,=~_i ~~~~~:.-'====i========i:::::::::::~~------ir:====;:===_J '-I-- - ---0 0 0 0 0 0 0 0 0 • • • • • • • • • • • • • • • • • • • • • • • • FICCADENTI WAGGONER and CASTLE Structural Engineers 76969 Von Karman Av~nue Suite 240 • Irvine, CA 926D6 Telwhonc: (94Gi 474-0002 Facsimile: (949) 474-1801 www f wcsc co m DESIGNRFP MARK DATE ESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET OF 1113579 A B C D 1 2 4 6 8 10 12 13 A B C D A.4 A.4 13 A.0 1 2 4 6 8 10 12 13 1113579 A B C D 1 2 4 6 8 10 12 13 A B C D A.4 A.4 (E) W14x22 (E) W14x22 (E) W14x26 (E) W14x26 (E) W12x14 (E) W12x14 (E) W12x14 (E) W14x22 (E) W12x14 (E) W12x14 (E) W12x14 (E) W12x14 (E) W12x14 (E) W14x22 (E) W12x14 (E) W12x14 (E) W16X26 (E) W12x14 (E) W16X26 (E) W16x26 (E) W12x14 (E) W12x14 (E) W14x22 (E) W12x14 (E) W12x14(E) W16x36(E) W16x36(E) W16x36(E) W16x36(E) W16x36(E) W16x36(E) W12x14 (E) W12x14 (E) W12x14(E) W14x22(E) W12x14 (E) W12x14 (E) W12x14(E) W14x22(E) W12x14(E) W12x14(E) W12x14(E) W12x14(E) W14x26 (E) W14x26 (E) W14x22 (E) W14x22 (E) W12x14 (E) W12x14 (E) W12x14 (E) W12x14 (E) W16x26 (E) W12x14 (E) W12x14 (E) W12x14 (E) W12x14 (E) W16x26 (E) W12x14 (E) W12x14 (E) W12x14 (E) W12x14 (E) W16x26 (E) W12x14 (E) W12x14 (E) W12x14 (E) W12x14 (E) W16x26(E) W10x12(E) W10x12KEY NOTES:(E) W18x40(E) W18x40(E) W18x4018 18 17 17 16 16 16 16 16 15 15 15 15 15 (E) LOW ROOF(REF. ARCH'L FOR ELEVATIONS (N) LOW ROOF(REF. ARCH'L FOR ELEVATIONS 20 21 21 18 18 (N) W14x22 (N) W14x22 (N) W14x22 19 18 18 18 18 NOTES: 1. DESIGN BASED ON NEW ROOFING ASSEMBLY WILL BE LESS WEIGHT THAN EXISTING ROOF ASSEMBLY. (N) 8" CMU WALL1 (N) 12" CMU WALL2 (N) HSS 6x6x1/4 POST3 (N) 4'-0"x4'-0"x2'-0" THK FOOTING4 (N) 6'-0"x6'-0"x2'-0" THK FOOTING5 (N) 1'-4" WIDE x1'-0" THK STRIP FOOTING6 SAW CUT (N) OPENING IN (E) CMU WALL. REINFORCEABOVE OPENING W/ MC12x31. REFERENCE ARCH. FORWIDTH & HEIGHT OF (N) OPENING 7 (N) LIGHT GAUGE METAL STUD PARTITION WALL8 DEMO (E) CMU WALL9 (N) 5" CONCRETE SLAB ON GRADE10 (N) W12x22 WIND GIRT AT BOTTOM OF(N) 8" CMU WALL EXTENSION11 (N) W12x22 COLUMN12 (N) 3'-0"x3'-0"x2'-0" THK FOOTING13 (N) CMU PILASTER14 REMOVE & RELOCATE (E) STEEL BEAM TO HIGH ROOF15 RELOCATED (E) STEEL BEAMS16 REMOVE & RECONNECT (E) STEEL BEAM TO (N) STEEL POST17 (N) 1 1/2"x18GA. METAL ROOF DECK18 REMOVE (E) 1 1/2"x18GA. METAL ROOF DECK19 LIGHT GAUGE METAL STUD FRAMING PARAPET WALL.PROVIDE HSS 4x4x1/4" SUPPORT POSTS @ 4'-0"O/C20 21 (N) 8" CMU WALL 22 (E) CMU PARAPET TO REMAIN 23 (N) CMU PARAPET 24 SEE ARCH'L FOR RELOCATED LIFT 22 23 32 PROJECT MANAGER DATE REVIEWED BY: MT CITY OFCARLSBAD FLEETMAINTENANCEREFURBISHMENT 2480 Impala Dr Carlsbad, CA 92010 Bridging Documents for Building Improvements A16-160PACIFIC ARCHITECTURE& ENGINEERING, INC2447 Pacific Coast Highway, #218Hermosa Beach, CA 90254(310)698-8711info@pacific-ae.com06/27/17 CITY REVIEW 10/31/17 18 S2.2REF.: 1/A-1.3 PLANNORTH 1/8" = 1'-0"ROOF PLAN 1 1/u I, ----0 9 I 1' ~ 9 9 9 9 9 I 1' I I I . ~ I "- 0 I I I • 0 I ~ I l - I 0--I, ~ I, I, JJ I I I I I / ' I I n lo ol I I 11 JJ JJ i..- I -I -I)< lo ol - ' ----0 I, n JJ ,,. n n ~ ~ o--~-<L_ l,~Q~c___ __ _L_~_ ' ,, _Q ~--___lj~--- -- --0 0 0 ~ ' ~rt~•=--------;--'L_L_ ~---: Q__ n LC ---____ 1 ~ ---- I, I, I, I, ' 0----~--- 0---- I I I 1,D 'c 1----+-- -. o ol I I I I I I I I 0 0 0 ~ I/ I I I I 0 -----0 -- ~ ------0 lo ol I l l ----0 I I I I I I I I I I I I 0 0 0 0 • • • • • • • • • • • • • • • • • • • • • • • • ~ FICCADENTI WAGGONER and CASTLE Structural Engineers 76_969 Von Karman Av~nue Suite 240 • lrvrne, CA 926D6 Telwhonc: (94Gi 474-ocoz Facs1m1le: (949) 474-lBOl www fwcs c co m - ""' DESIGN RFP MARK DATE ESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET OF “”%1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQOY YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:M-0.0MECHANICAL COVER SHEETLEGEND & ABBREVIATIONS SYMBOL ON DWGS DOUBLE LINE DUCTWORK & LEGEND SYMBOL ON DWGS SINGLE LINE __;,-, _ _.-----+ DUCT CONTINUOUS AS NOTED <fi=DJE~~---+MOTORIZED CONTROL DAMPER ---+---@c~---®--~ ---+-----+-COMBINATION FIRE SMOKE DAMPERS ---+-----+-F.D -FIRE DAMPER -------,>-----~ ---+-----+-H.I.D. -HALON ISOLATION DAMPER r--M. V.D -MANUAL VOLUME DAMPER s:::;:-_:;:_~71-____ -+-SUPPLY OR DISCHARGE AIR ✓x, LOOKING AWAY FROM VIEWER r-::::71----+-SUPPLY OR DISCHARGE AIR Lc::::::::::,J LOOKING TOWARD VIEWER ---+----181 ~1----+-RETURN OR OUTSIDE AIR ----+-----l -✓ LOOKING AWAY FROM VIEWER ,---:::::,,, ___ -+-RETURN OR OUTSIDE AIR iL.....J LOOKING TOWARD VIEWER k-<~j----+-EXHAUST AIR LOOKING AWAY _ FROM VIEWER -----+----IZI ---+---I ,---:::::,,, ____ +-EXHAUST AIR LOOKING TOWARD --+----1.sJ Lc::::::::::,J VIEWER ~~~---+ F.C. -FLEXIBLE CONNECTION ---+---f ~~---tF & G -FLANGED & GASKET l L CONNECTION L.-....----+-A" TH THROAT SIZE =L l--,....4f / ,..._____ r.t/,-----i' """i"'j,-------i--ROUND ELBOW hllj_ II~_::~-----+-SQUARE ELBOW WITH TURNING VANES R RISE IN DUCTWORK ------I n';;D;7 ___ _JLDROP IN DUCTWORK 1-----+ A X B RECTANGULAR DUCT SIZE i----+-DUCT TRANSITION f--(RECT. TO RECT.) ~-J-,fl----+RECTANGULAR TO ROUND 1 --I J TRANSITION _ s'\__ STRAIGHT TEE _____ _.,-___-:--(NOT ALLOWED) ~-CONICAL TEE -----~--------;-...__ ' ,,,, ~~~------l-45• LATERAL BRANCH ✓ SYMBOL DESCRIPTION SYMBOL 0 QoRQ ;\ V.---/1./ LUNIT NUMBER UILDING NUMBER EQUIPMENT DESIGNATION SHEET NOTE REFERENCE EQUIPMENT DESIGNATION (I) ® ® ,. .. DUCTWORK ABBREVIATIONS B.D.D. -BACK DRAFT DAMPER C.F.M. -CUBIC FEET PER MINUTE C.F.S.D.-COMBINATION FIRE SMOKE DAMPER D.F.D. -DYNAMIC FIRE DAMPER F.V. -FACE VELOCITY F.P.M. -FEET PER MINUTE H. V. -HIGH VELOCITY L. V. -LOW VELOCITY H.P. -HIGH PRESSURE M.P. -MEDIUM PRESSURE L.P. -LOW PRESSURE S.P. -STA TIC PRESSURE T.P. -TOTAL PRESSURE S.A. -SUPPLY AIR R.A. -RETURN AIR E.A. -EXHAUST AIR O.S.A. -OUTSIDE AIR M.A. -MIXED AIR F.A. -FIRESH AIR T.A. -TRANSFER AIR C.D. -CEILING DIFFUSER S.R. -SUPPLY REGISTER D.D.S.R.-DOUBLE DEFLECTION SUP. REG. R.R. -RETURN REGISTER R.G. -RETURN GRILLE E.R. -EXHAUST REGISTER E.G. -EXHAUST GRILLE T.X. -TOILET EXHAUST S.M. -SHEET METAL S. T. -SOUND TRAP S.S. -STAINLESS STEEL S.O. -SCREENED OPENING S.O.F. -SCREENED OPNG. W/ CSFD R.O. -RELIEF OPNG. ABV. CLG. R.O.F. -RELIEF OPNG. ABV. CLG. W/CSFD C.D.F. -CEILING DIFF. W/ CSFD R.G.F. -RETURN GRILLE W/ CSFD W.P.R. -WALL TO PLENUM RELIEF (L) -LINED DUCTWORK (K-27)-LINED DUCTWORK FACED W/ PERFORATED METAL LINER W.G. -WATER GAUGE GENERAL ABBREVIATIONS A.O. -ACCESS DOOR ARCH. -ARCHITECTURAL B.H.P. -BRAKE HORSEPOWER B.T.U. -BRITISH THERMAL UNIT CONN. -CONNECTION D/L -LOUVER IN DOOR DISCH. -DISCHARGE ENT. -ENTERING LVG. -LEAVING 'F -DEGREE FAHRENHEIT F.S. -FLOOR SINK H.P. -HORSEPOWER K.W. -KILOWATT M.B.H. -THOUSANDS OF BRITISH THERMAL UNITS PER HOUR MAX. -MAXIMUM MIN. -MINIMUM M.H.P. -MOTOR HORSEPOWER P.D. -PRESSURE DROP P.O.C. -POINT OF CONNECTION RS -REFRIGERANT SUCTION RL -REFRIGERANT LIQUID U/C -DOOR UNDERCUT U.N.O. -UNLESS NOTED OTHERWISE U.T.R. -UP THROUGH ROOF DESCRIPTION THERMOSTAT HUMIDISTAT SWITCH AIR FLOW DIRECTION GENERAL NOTES: GENERAL REQUIREMENTS A. SCOPE OF WORK: PROVIDE ALL ENGINEERING, COORDINATION, DESIGN DRAWINGS, MATERIALS, LABOR, EQUIPMENT, TOOLS, APPLIANCES, HOISTING, SCAFFOLDING, SUPERVISION AND OVERHEAD FOR THE ENTIRE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) WORK AS SPECIFIED AND/OR SHOWN (CONCEPTUALLY) ON DRAWINGS. 8. ENGINEERING: THE SUBCONTRACTOR RESPONSIBLE FOR THE FLEET MAINTENANCE BUILDING MEP DESIGN CRITERIA TO PROVIDE ALL ENGINEERING (CALCULATIONS, COORDINATION. DESIGN DRAWINGS. ETC.) REQUIRED AND/OR CUSTOMARY FOR THE WORK ASSOCIATED WITH THAT SECTION. THE SUBCONTRACTOR IS TO REMAIN FUUL Y RESPONSIBLE FOR THE CORRECTNESS AND COMPLETENESS OF THE ENGINEERING WORK EVEN THOUGH THE OWNER, ARCHITECTS AND ENGINEERING CONSULTANTS PROVIDE LIMITED REVIEW OF THE WORK. COMPLETE DRAWINGS, EQUIPMENT/MATERIAL SUBMITTALS, AND A LOAD CALCULATION/EQUIPMENT SELECTION SUMMARY TO BE SUBMITTED TO THE A/E AT APPROPRIATE STAGES FOR REVIEW. ALLOW A t.llNlt.lUt.l OF TWO WEEKS FOR EACH REVIEW C. AUL HVAC AND PWMBING ENGINEERING WORK AND DRAWINGS TO BE PREPARED UNDER THE DIRECT SUPERVISION OF STATE-LICENSED MECHANICAL ENGINEERS AND TO BE STAMPED AND SIGNED BY THOSE ENGINEERS. ELECTRICAL ENGINEERING WORK AND DRAWINGS ARE TO BE PREPARED BY STATE-LICENSED ELECTRICAL ENGINEERS AND TO BE STAMPED AND SIGNED BY THOSE ENGINEERS. D. COMPLETE SYSTEMS: THESE SPECIFICATIONS AND DRAWINGS DO NOT ATTEMPT TO ADDRESS ALL I.IA TERIALS, DEVICES, EQUIPMENT AND WORK THAT WIUL BE REQUIRED FOR COMPLETE SYSTEMS. ALL MATERIALS, DEVICES, EQUIPMENT AND WORK NOT ADDRESSED IN THE SPECIFICATIONS OR DRAWINGS TO BE FURNISHED AND INSTALLED TO RESULT IN COMPLETE FUNCTIONING SYSTEMS AND TO MEET APPLICABLE INDUSTRY STANDARDS AND TO BE EQUAL OR BETTER THAN THAT NORMALLY PROVIDED FOR SIMILAR BUILDINGS IN THE SAME GEOGRAPHICAL AREA. E. THE DESIGN/BUILDER IS RESPONSIBLE FOR PROVIDING THE FINISHED MEP WORK, TESTED AND READY FOR NORMAL OPERATION. F. BY SUBMITTING A PROPOSAL, THE DESIGN/BUILDER REPRESENTS THAT IT HAS MADE A THOROUGH EXAMINATION OF THE SITE, OF THE WORK, AND ALL EXISTING CONDITIONS AND LIMITATIONS, AND THAT IT HAS EXAMINED THE CONTRACT DOCUMENTS IN COMPLETE DETAIL AND HAS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS, AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR THE CONSTRUCTION OF THE WORK UNDER THE CONTRACT. G. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL MATERIALS TO BE NEW. DESIGN/BUILDER IS TO PROPERLY STORE ALL MATERIALS AND EQUIPMENT FOR PROTECTION FROM PHYSICAL DAMAGE OR DAMAGE DUE TO CORROSION. H. STANDARDIZATION OF MANUFACTURER: THIS DESIGN/BUILDER IS TO MAKE EVERY EFFORT TO FURNISH ALL EQUIPMENT OF ANY EQUIPMENT TYPE (SUCH AS FANS, MOTORS, MOTOR CONTROLS, PUMPS, VALVES, ETC.) FROM ONE MANUFACTURER. CONFIRM BEFORE ORDERING, REQUIREMENTS OF STANDARDIZATION WITH EXISTING OWNER'S EQUIPMENT. I. MANUFACTURER'S DIRECTIONS: EACH MATERIAL FOR WHICH THE MANUFACTURER ISSUES DIRECTIONS ARE TO BE USED ACCORDING TO ITS MANUFACTURER'S DIRECTIONS, AS APPROVED AND IF NOT AT VARIANCE WITH THESE SPECIFICATIONS. OBTAIN ARCHITECT CLARIFICATION WHEN DIRECTIONS CONFLICT WITH SPECIFICATIONS. J. EQUIPMENT FURNISHED BY OTHERS: FOR INSTALLATION OF EQUIPMENT FURNISHED BY OTHERS THAT REQUIRE MEP SERVICES, ROUGH-IN DIMENSIONS TO BE OBTAINED FROM APPROVED SHOP DRAWINGS, BY MEASUREMENTS FROM THE ACTUAL EQUIPMENT, OR AS DIRECTED OTHERWISE BY ARCHITECT. INSTALL ALL SERVICES TO AND WITHIN EQUIPMENT TO MAINTAIN EASILY ACCESSIBILITY FOR OPERATION, MAINTENANCE, AND REPAIR. K. DRAWINGS AND SPECIFICATIONS ARE TO BE TAKEN TOGETHER. PROVIDE WORK SPECIFIED AND NOT INDICATED OR WORK INDICATED AND NOT SPECIFIED AS THOUGH MENTIONED IN BOTH. DESIGN REQUIREMENTS A. GENERAL: THE DRAWINGS AND SIMILAR INFORMATION INCLUDED WITH THESE (PERFORMANCE) SPECIFICATIONS ARE INTENDED TO ESTABLISH THE APPROXIMATE ARRANGEMENT AND MINIMUM CAPACITIES AND SIZES FOR SOME OF THE REQUIRED PIPING, DUCTWORK, EQUIPMENT AND RELATED ACCESSORIES. DRAWINGS ARE NOT INTENDED TO REFLECT A FULLY ENGINEERED CONCEPT, BUT TO BE FOLLOWED TO THE EXTENT POSSIBLE UNLESS APPROVED OTHERWISE BY THE A/E. ANY SIZES SHOWN ON THE DRAWINGS TO BE CONSIDERED MINIMUMS. WHILE PREPARING INSTALLATION DRAWINGS, THE SUBCONTRACTOR TO ADJUST LOCATIONS AND ARRANGEMENTS ONLY AS NECESSARY FOR COORDINATION WITH OTHER TRADES AND FOR PROVISION OF PROPER SERVICE ACCESS TO SYSTEM COMPONENTS. IF THE SUBCONTRACTOR'S CALCULATIONS SHOW THAT MINIMUM SIZES INDICATED ON THESE DOCUMENTS ARE NOT ADEQUATE, BASED ON THE DESIGN CRITERIA, THEN THE NECESSARY LARGER SIZES ARE TO BE PROVIDED. 8. FLEXIBILITY IN DESIGN REQUIREMENTS: DESIGN CREATIVITY ON THE PART OF THE DESIGN/BUILDERS' DESIGN TEAM IS ENCOURAGED, HOWEVER, THE SPECIFIC DESIGN REQUIREMENTS PRESENTED HERE TO SERVE AS A BASELINE. ALL IDEAS SHOULD FIRST BE PRESENTED TO THE A/E AS MARKUPS OF THESE REQUIREMENTS ACCOMPANIED WITH AN EXPLANATION OF BENEFITS TO THE OWNER AND/OR APPROXIMATE COST CHANGES. OBTAIN A/E APPROVAL PRIOR TO PROCEEDING WITH ALTERNATE DESIGNS. PROJECT SPECIFIC REOUIREMENJS THE BUILDING SHALL HAVE A DIRECT DIGITAL CONTROL (DDC) SYSTEM PROVIDING RELIABLE AND CENTRALIZED CONTROL OF ALL HVAC EQUIPMENT IN ORDER TO OPTIMIZE EFFICIENCY AND AUTOMATION. THE DDC SYSTEM SHALL BE COMPRISED OF DIGITAL CONTROL PANELS WITH TOUCH SCREEN OPERATOR DISPLAYS THAT COMMUNICATE WITH THEIR RESPECTIVE HVAC UNITS AND MANAGE ALL SCHEDULING AND OPERATING FUNCTIONS. THE DDC SYSTEM SHALL ACCOMPLISH ALL INPUT AND OUTPUT FUNCTIONS VIA A DAISY-CHAIN COMMUNICATION LINK. TROUBLE SHOOTING AND POWER MONITORING AS WELL AS VERIFICATION AND TREND LOGGING OF ALARM CONDITIONS CAN ALSO BE PROVIDED VIA THE DDC SYSTEM. ALL HVAC EQUIPMENT SHALL BE CONTROLLED BY THE DDC SYSTEM, WHICH INCWDES, AND IS NOT LIMITED TO: 1. ELECTRIC/ELECTRIC PACKAGED HEAT PUMPS 2. GAS/ELECTRIC PACKAGE UNITS 3. GAS FIRED INFRARED HEATERS 4. EXHAUST FANS SHEET INDEX M-0.0 MECHANICAL COVER SHEET M-2.0 MECHANICAL PLAN M-4.0 MECHANICAL ROOF PLAN M-5.0 MECHANICAL DETAILS M-5.1 MECHANICAL DETAILS () z C: ::::i 0 a: Cl Cl z a: w e w z Cl z w •• w > ~ > • I 0 z z 09-18-15 PROGRESS SET 09-25-15 Jo,:; CD 08-17-17 CITY REVIEW 10-31-17 JOX DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 19 OF 32 (E)AUTOSERVICEBAY#7023(E)AIR ANDLUBE ROOM027(E)TIRESHOP028(E)ELEC.031(E)MECH.030(E)TRUCKSERVICEBAY#2 018(E)TRUCKSERVICEBAY#1 017(E)BATTERIES025WH(E)BRAKESHOP026(E)LIFTUP TOMEZZ.WH(E)CUST011(E)ENTRY001(N)PARTS804(N)WOMEN'SLOCKERS805(N)MEN'SLOCKERS807(N)LOUNGE809(N)VEST808(N)VEST806(N)SERVICEBAY#6810(N)SERVICEBAY#5811135791113ABCD12468101213ABCDA.4A.4A.0(N)OFFICE802(N)OFFICE803(N)OFFICE801(E)TRUCKSERVICEBAY#3 019(E)TRUCKSERVICEBAY#4 020(E)AUTOSERVICEBAY#8024LIFTLIFT10'-0''10'-0''10'-0''10'-0''10'-0''10'-0''10'-0''10'-0''12'-8''21'-3'' TO 22'-4"21'-3'' TO 22'-4"SEE STRUCTURAL FORNEW FRAMING%1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:M-2.0/'%*#0+%#.2.#05%#.' ÄNMECHANICAL FLOOR PLANCONTRACTOR SHALL: 1. PROVIDE TWO NEW GAS-FIRED INFRARED HEATERS (RH-6 AND RH-7), 45,000 BTUH EACH, WITH THERMOSTATS, ONE FOR EACH BAY. 2. PROVIDE ONE 1800 CFM DOWNWARD BLAST EXHAUST FAN, COOK OR EQUAL. 3. PROVIDE ONE OUTSIDE AIR INTAKE LOUVER, MIN. 6 SQ. FT. FREE AREA, LOW IN WALL WITH WIRE MESH SCREEN AND BAROMETRIC DAMPER. 4. EXTEND EXISTING UNDERGROUND FUME EXHAUST TO SERVICE BAYS AND PROVIDE TWO OUTLETS, ONE FOR EACH BA¥~--, \. _/ j \ ) // '"\, I \""' ___ __,,/ I 1800 CFM EXHAUST D // '"\, I \""' ___ __,,/ I ~. I I I D • /' ' • I . '-• / t D D • D D r-, /I\, r-, \,-.._ ,/ \, /' \,, ,/ /1 .. \ I \, ) ....------------------------------·..:.·..:..··--------·· CFM RANGE UP TO 80 80 -120 120 -180 180 -270 270 -350 350 -450 450 -600 600 -750 750 -900 DUCT SIZE SCHEDULE LOW VELOCITY DUCT SYSTEMS SUPPLY AND EXHAUST ROUND DUCT DIAMffiR OR EQUIVALENT RECTANGULAR DUCT 6° DIA. 7" DIA. 8" DIA. 9" DIA. 10" DIA. 11" DIA. 12" DIA. 13" DIA. 14" DIA. CFM RANGE 900 -1100 1100 -1400 1400 -1900 1900 -2500 2500 -3300 3300 -4100 4100 -5000 5000 -6200 6200 -7500 ROUND DUCT DIAMffiR OR EQUIVALENT RECTANGULAR DUCT 15" DIA. 16" DIA. 18" DIA. 20" DIA. 22" DIA. 24" DIA. 26" DIA. 28" DIA. 30" DIA. EXISTING ELECTRICAL ROOM: CONTRACTOR SHALL ADD 1,000 CFM INLINE EXHAUST FAN WITH DOOR LOUVERS TO PROVIDE ADEQUATE VENTILATION FOR ADDITIONAL TRANSFORMER, / , •, I \ / t • D D CONTRACTOR SHALL PROVIDE ONE 2 TON ELECTRIC/ELECTRIC PACKAGE HEAT PUMP BY CARRIER OR EQUAL. 1. PROVIDE ADD ALTERNATE FOR VARIABLE VOLUME AND TEMPERATURE BOXES WITH CONITROLS (WT) FOR THREE zo~~---// '"\, I \""' ___ __,,/ CONTRACTOR SHALL PROVIDE ONE 2.5 TON, GAS/ELECTRIC PACKAGE UNIT, CARRIER OR EQUAL, WITH 100% ECONOMIZER CAPABILITY FOR PURGING. POSITION SUPPLY AND RETURN MIN. 18' FROM EACH OTHER TO AVOID SHORT CIRCUITING. --------------.... D • (E) I 1 I I G:®· D ( .. -.•. \,-.._ ,/ /J .. \ I \, ) CONTRACTOR SHALL PROVIDE: 1. ONE 3.5 TON ELECTRIC/ELECTRIC, PACKAGE HEAT PUMP BY CARRIER OR EQUAL a. PROVIDE ADD ALTERNATE FOR VARIABLE VOLUME AND TEMPERATURE BOXES WITH CONTROLS (WT) FOR 2 ZONES. 2. ONE MIN. 1 SQ. FT. FREE AREA TRANSFER OPENING WITH SOUND BOOT BETWEEN WOMEN'S LOCKERS 805 AND LOUNGE 809 TO TRANSFER 290 CFM. 3. ONE MIN. 1 SQ. FT. FREE AREA TRANSFER OPENING WITH SOUND BOOT BETWEEN MEN'S LOCKERS 807 AND LOUNGE 809 TO TRANSFER 360 CFM. 4. ONE 1200 CFM DOWNWARD BLAST EXHAUST FAN, COOK OR EQ-~-----___, r 800 CFM -$-] __ D -$-D 0 / \ ( ' I ',,_ // --- -----(., '•" -----', /j '•. i ' j • . /' \ .. I \,_ • / CONTRACTOR SHALL: 1. CAP AND SEAL EXISTING UNDERGROUND FUME EXHAUST OUTLETS LOCATED IN THIS AREA. 2. DEMO EXISTING RADIANT HEATER (RH-6) AND CAP GAS LINES. /. / GENERAL NOTES: 1. TENANT SHALL PROVIDE ALL NEW AIR DISTRIBUTION AND DUCTWORK AS NEEDED. 2. PROVIDE TRANSFER GRILLES AND/OR DOOR UNDERCUTS AS NEEDED FOR MAKE-UP AIR TO SHOWER, TOILETS, LOCKERS, VESTIBULES AND CUSTODIAL CLOSETS . PVCJWPRK AND DIFFUSERS NOTES: 1. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL ALUMINUM OR ALUMINUM FIUEX IS NOT ALLOWED IN THIS BUILDING. 2. PROVIDE ALL LOW PRESSURE DUCTWORK SIZED EQUAL TO OR LESS THAN 0. 1" W.G./1 oo' (TYP.) UNLESS SCHEDULED OTHERWISE. INDICATE ALL DUCT SIZES ON SHOP DRAWINGS. DUCT FITTINGS ARE NOT SHOWN FOR CLARITY. 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY DROPS, RISES, OFFSETS AND TRANSITIONS TO ACCOMMODATE TENANT DUCT DISTRIBUTION AS SHOWN. 4. PROVIDE MINIMUM DUCT RADIUS ON ELBOWS AT 1-1/2 TIMES DUCT SIZE. 5. PROVIDE 6' -0" MAX. FLEX DUCT CONNECTION TO ALL DIFFUSERS. 6. ALL SUPPLY DUCTWORK SHALL BE INSULATED. SEE SPECIFICATIONS. 7. ALL DUCTS SHALL BE FREE FROM CONTACT WITH ALL: PIPING, WALLS, ELECTRICAL CONDUITS, CEILING SUSPENSION SYSTEMS, ETC. 8. PROVIDE THROAT WITH PROPORTIONAL SPLIT AND TURNING VANES ON TEE TRANSITIONS. BULLHEAD TEE'S WILL NOT BE PERMITTED. 9. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME-SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 50 WHEN TESTED AS A COMPOSITE PER APPLICABLE TESTING STANDARD. 10. DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT WHICH ARE PORTIONS OF A HEATING, COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE WITH CHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE. 11. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS TO DIFFUSERS, EXHAUST GRILLES, AND OSA DUCTS (WHETHER SHOWN OR NOT). 12. PROVIDE 1" DUCT LINER IN ALL SUPPLY & RETURN AIR DUCTS WITHIN 15' OF ALL AC UNITS. 13. ALL DUCT DIMENSIONS SHALL BE NET INSIDE OPENINGS. 14. ALL EXPOSED DUCTS TO BE ROUND AND UN-INSULATED. KEYNOTES: NEW 45,000 BTUH GAS FIRED RADIANT HEATER EQUAL TO EXISTING. PROVIDE WITH THERMOSTAT IN SPACE SERVES. NEW 1,000 CFM INLINE EXHAUST FAN, COOK OR EQUAL, THERMOSTATICALLY CONTROLLED. PROVIDE WITH WIRE MESH SCREEN AT INTAKE AND DUCT EXHAUST DIRECTILY TO THE OUTSIDE. MAINTAIN MIN. 10' CLEARANCE FROM ANY OUTSIDE AIR INTAKES. DO NOT INSTALL EXHAUST FAN DIRECTLY OVER ANY ELECTRICAL EQUIPMENT. EXHAUST FAN SHALL BE PROVIDED WITH A DISCONNECT SWITCH AND CONTROLLED BY A THERMOSTAT LOCATED IN THE ELECTRICAL ROOM. MAINTAIN MANUFACTURER'S CLEARANCES FOR MAINTENANCE. DEMO EXISTING RADIANT HEATER (RH-6) AND CAP AND SEAL GAS LINES. e • c.:i z C: ::::i ft CJ CJ z a: w w z CJ z w w > ~ 0 z z 09-1 B-15 PROGRESS SET 09-25-15 30X co 08-17-17 CITY REVIEW 10-31-17 30X DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 20 OF 32 395.5T.P.395.5T.P.395.5T.P.3/8"PER FT.(E) 3/8" PER FT.(E) 3/8"PER FT.395.5T.P.(E)38 6 . 5T.P.(E )395.5T. P .(E)395.5T.P.(E)395.5T.P.395.5T.P.395.5T.P.(E) HIGHROOF(E) LOWROOF(E) SKYLIGHT(4) HIGH ROOF3/8"PER FT.38 6 . 5 T. P .386.5T.P.(E) 3/8" PER FT.(E) 3/8" PER FT.(E) 3/8" PER FT. (E )38 6 . 5 T. P . (E )386.5T.P.(E)395.5T.P.(E )38 6 . 5T.P.135791113ABCD12468101213ABCDA.4A.4(E)RIDGE(N) LADDER(N) LADDER(N) OSHACOMPLIANT RAILING(N) LADDER(N) OSHACOMPLIANTROOF HATCH%1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:M-4.0/'%*#0+%#.411(2.#05%#.' ÄNMECHANICAL ROOF PLANKEYNOTES: GENERAL NOTES: NOTES FOR ROOFTOP PACKAGE UNITS: 0 0 © DEMOLISH HV-1. CAP AND SEAL SMALLER PENTRATION (24"x18", SHALL BE FIELD VERIFIED). NEW 1,800 CFM DOWNWARD BLAST EXHAUST FAN, (EF-12), 120V/10, SHALL DUCT DOWN THROUGH EXISTING 24"x24" PENETRATION (SHALL BE FIELD VERIFIED) TO SERVE SERVICE BAYS #5 AND #6. PROVIDE COOK OR EQUAL. CONTROLS SHALL BE BY TIME-CLOCK WITH MANUAL MAX. 1 HOUR TIMER OVER-RIDE. EF-12 SHALL BE SIZED AT 1.5 CFM/FT'. PROVIDE NEW 2 TON ELIECTRIC-ELIECTRIC PACKAGE HEAT PUMP, DOWNSHOT, CARRIER OR EQUAL, FOR NEW ADDITION (AC-6); 460V /30 ON NEW PANEL. a. PROVIDE ADD ALTERNATE FOR VARIABLIE VOLUME AND TEMPERATURE BOXES WITH CONTROLS (WT) SYSTEM WITH 3 ZONES. HV-2 SHALL BE DEMOLISHED. EXISTING ROOF PENETRATION(S) SHALL BE CAPPED AND SEALED. EXSITING AC-5 SHALL BE DEMOLISHED AND REPLACED WITH A NEW 2.5 TON GAS-ELECTRIC PACKAGE UNIT (AC-5) WITH 100% OUTSIDE AIR ECONOMIZER CAPABILITY FOR PURGING. PROVIDE 460V /30. UNIT SHALL BE DOWNSHOT AND CARRIER OR EQUAL. EXISTING AC-5 IS 12 YEARS OLD WITH A LIFE EXPECTANCY OF 15 YEARS, THEREFORE SHALL BE REPLACED. RAISE NEW UNIT TO TRANSITION SUPPLY AND RETURN DOWN TO EXISTING 26"x26" ROOF PENETRATION WHICH SHALL BE FIELD VERIFIED. EF-11 SHALL BE DEMOLISHED. EXISTING ROOF PENETRATION SHALL BE CAPPED AND SEALED. PROVIDE NEW 1,200 CFM DOWNWARD BLAST EXHAUST FAN (EF-11), 12DV/10, FOR LOCKERS AND TOILIETS, COOK OR EQUAL. EF-11 SHALL BE SIZED AT 2.0 CFM/FT'. PROVIDE NEW ROOF PENETRATION. CONTROLS SHALL BE BY TIME-CLOCK WITH MAX. 1 HOUR TIMER OVER-RIDE. PROVIDE NEW 3.5 TON ELECTRIC-ELECTRIC PACKAGE HEAT PUMP FOR LOUNGE AND RESTROOMS (AC-6), DOWNSHOT; 460V /30 ON NEW PANEL. UNIT SHALL BE CARRIER OR EQUAL. a. PROVIDE ADD ALTERNATE FOR VARIABLIE VOLUME AND TEMPERATURE BOXES WITH CONTROLS (WT) SYSTEM WITH 2 ZONES. b. RETURN ONLY 750 CFM FROM THE LOUNGE, 650 CFM SHALL BE OUTSIDE AIR. /.---.\ 1. PROVIDE DUCT TRANSITIONS AS REQUIRED TO DUCT DOWN THROUGH EXISTING SUPPLY AND RETURN ROOF PENETRATIONS. 2. ALL NEW UNITS MOUNTED ON EXISTING OR NEW PADS SHALL BE MOUNTED ON STEEL SPRING VIBRATION ISOLATORS FASTENED TO PADS. 3. ALL NEW OUTDOOR EQUIPMENT SHALL BE COPPER FIN AND COPPER TUBE, OR COATED WITH LUVATA OR EQUAL. 4. ALL EXISTING ROOF PENETRATION LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. 5. ALL EXHAUST FANS SHALL MAINTAIN A 1 O' CLEARANCE FROM ANY FRESH AIR INTAIKE. I f---\,, / ----/ "" ;<· (E) '\ ( ~ \\ ---0 ,-, 0 -1" ' / ,: \ .-. / /.,-~ ) \. / ,, ~ NEW 2 TON PACKAGE UNIT (AC-6) V WITH FACTORY ROOF CURB. ----(E) 18"x12" ROOF PENETRATION SHALL BE CAPPED AND SEALED. EXISTING 14 •, ROOF PENETRATION SHALL BE CAPPED AND SEALED. ,, /I'--, • . ~ /~I , , ~77\ ·-.-. -1" ' / ,: \ .-. / I· ,., 0 b (E) ·® 11 • X . 0 ~~,'ti"' "' ~"'."":" ~ 1 ---__ ,,, / / n ~ · . . n ("'-) ?7~~ v==:;::::::::;7'---======., ========:::::::::'.J_-, ~-· .. ~x~1x~-rit-"---~.. ~-x~-. ·.1x~-_,~~ EXISTING 24"x24" ROOF PENETRATION SHALL i, BE FIELD VERIFIED BY CONTRACTOR. _/ .. _. • _ .. --_ I/ / I I , r . ·-EXISTING 24"x18" ROOF PENETRATION SHALL , , BE CAPPED AND SEALED. , ' . • · · • · · .-. ,_ ' \ •, \ / ·"', I ,·,.. --0 '----.. 0 ~ / ' • ,_ ' ' . , ·-~~--+-'---~-+;> 0 (E) $7~ o I -~ . ·'--/ -, ,· ' / --........ --0 0 -, /---------.. .-1. CONNECT CONDENSATE DRAIN TO NEAREST APPROVED RECEPTOR. 2. ELECTRICAL SHALL PROVIDE DISCONNECT LOCKING TYPE SWITCH W/ CURRENT LIMITING FUSE. 3. PROVIDE AND INSTALL IN A MANNER ACCEPTABLIE TO ALL APPROVING CODES, AUTHORITIES AND MANUFACTURES' REQUIRED CLEARANCES INCLUDING SERVICE ACCESS. 4. PROVIDE SEISMIC RESTRAINTS AND VIBRATIONS ISOLATION FOR ALL NEW UNITS. 5. MECHANICAL MUST MEET ALL THE SPECIFICATIONS, CAPACITIES, SIZE LIMITATIONS, SOUND PERFORMANCE OF THE DESIGN EQUIPMENT, ETC. AS SPECIFIED IN THE CITY OF CARLSBAD FACILITY MAINTENANCE DIVISION DESIGN STANDARDS. 6. ALL AC UNITS SHALL BE MOUNTED ON MANUFACTURER'S ISO ROOF CURB. 7. PROVIDE SERVICEABLE FILTER RACKS. 8. PROVIDE WITH MERV 8 FILTERS. 9. CONDENSING COIL SHALL HAVE SYNTHETIC FLEXIBLIE POLYMER COATING. 10. PROVIDE ECONOMIZERS FOR ALL UNITS 5 TONS AND OVER. 11. PROVIDE PROGRAMMABLIE THERMOSTATS FOR ALL HVAC UNITS. 12. PROVIDE DUCT TYPE SMOKE DETECTORS FOR ALL UNITS. \ ___ / 13. PROVIDE COPPER FIN, COPPER TUBE, OR COATED WITH -LUVATA ELECTROFIN INSTITU COATING OR EQUAL. 14. PROVIDE DIRECT DIGITAL CONTROL (DDC) FOR ALL HVAC SYSTEMS, SEE PROJECT SPECIFIC REQUIREMENTS ON SHEET M-0.0. ,/-'·\ ....._ ------;-i-----------j \ \ -----~ " ) ""'--....,__0 J I NEW 2 TON ;;CKAGE UNIT (AC-5) (0 :0 ~I"-. WITH RAISED FACTORY ROOF CURB. V -~ I ---...__..__ (E) 26"x26" ROOF PENETRATION SHALL BE FIELD VERIFIED BY CONTRACTOR. ' ! "-./ NEW 3.5 TON PACKAGE UNIT © / '· i \·,.. __ D-------::-.7-J-___ (AC-7) WITH FACTORY ROOF CURB. ~I o~io-,-,._ I ~-, ·~-~--~ l>t_, /4~~---r----?~--__ ~---___ '---'-_ ~-c------_ -__ ~o:___,...,,_lc:J ____.__,Q -'------~-~~;--~_ ~__ ~~7 \'-. ____ /,, ---+-----------------------~-----------''s-----------~---------------------~-----------~'s----/ ~~ ~ ✓---,_ i ·: \_ ,/ /' '"'\ I\ ,I "-. __ /// ✓---,_ i ·: \. ,/ ; - -'\ ' I \ / '-. / -✓---,_ i ·: \_ ,/ e •• • (.) z C: ::::) ~ CJ CJ z a: w w z CJ z w w > ~ 0 z z 09-18-15 PROGRESS SET 09-25-15 30,C: CD 08-17-17 CllY REVIEW 10-31-17 30,C: DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 21 OF 32 %1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:M-5.0MECHANICAL DETAILS451!1 TAPERED TAP (TYPICAL) D FLOW ~--SHEET METAL OR FLEXIBLE DUCT AS SPECIFIED ROUND VOLUME DAMPER SEE DETAIL "'1 3: -0 <( ~ TAPERED TAP R=D -----.... LATERAL TAP NOTES: SHEET METAL OR FLEXIBLE DUCT AS SPECIFIED ROUND VOLUME DAMPER SEE DETAIL LATERAL TAP MAIN DUCT 1. DEPTH OF MAIN DUCT MUST BE 2" LARGER THAN TAPERED TAKEOFF. ALL TAKEOFFS SHALL BE ON 45" ANGLE, CONICAL TAKEOFFS WILL NOT BE APPROVED. TYPICAL DUCT TAKE OFFS SECURE TO ---STRUCTURE ---ABOVE 450± DUCT COLLAR SHALL BE GULED, CLAMPED AND TAPED TO ALL ADJOINING DEll1CES 4" WIDE SHEET METAL STRAP ACOUSTICAL FILEX DUCT 6' -0" MAX. LENGTH VOLUME DAMPER (TYPICAL FOR EACH DIFFUSER) y --PROVIDE FULL SIZE "NECK" SQUARE -::::::-:------':>f==l _,,.,.-PR0111DE SIDE CONNECTIONS DIFFUSER CONNECTION BOXES (INSULATED) --------,-WHERE REQUIRED "'--CEILING DIFFUSER (TYPICAL FOR AUL DIFIFUSER INSTAULA TIONS U.N.O.) CEILING CEILING DIFFUSER DUCTING DETAIL NOT TO SCALE NOT TO SCALE 6 3 COVERPLA TE PRESSED AGAINST THERMAL INSULATION AND VAPOR BARRIER --------t~~J WHEN ANNULAR OPENING EXTENDS MORE THAN 1/2" BEYOND DUCT, USE 1 /2" CWB OR OTHER APPROVED BUILDING BOARD (MINIMUM SURFACE MASS 2 LB/FT ) ' COVER PLATE BEDDED IN RESILIENT SEALANT. _:_ _ ___.-MEDIUM 1/16" MILD STEEb (SEE NOTE 2) MEDIUM DENSITY MINERAL WOOL 2 LB/FT ' PACKED TO FUUL DEPTH AND COMPRESSED TO 5 LB/FT ' PIPEWORK \IATH THERMAL INSULATION AND VAPOR BARRIER WHERE NECESSARY. FROM CYLINDER TO SEAL AGAINST PURPOSE: TO MAINTAIN SOUND INSULATION BE1WEEN ROOMS. NOTES· ,.,,--c::-1. AUL DUCT SUPPORTS TO BE SPACED SUFFICIENTLY FROM PARTITION LINE TO ALLOW ACCESS FOR INSTALILA TION/SEALING. ,,---HEADER STUD BY WALL CONTRACTOR ~-DUCT PENETRATION LAGGING TYPICAL FOR ALL ACOUSTICAL SENSITIVE ROOMS. (SEE NOTES 2 & 3) NON-HARDENING SEALANT RESILIENT SEALANT DUCT (SEE MECH. DRA\IANGS) ~-GYPSUM BOARD WALL --..____ STEEL STUD 2. PROVIDE ADDITIONAL DUCT PENETRATION LAGGING FOR THE FOULO\IANG SOUND SENSITIVE ROOMS 109, 112, 115A, 116A, 116B, 118, 119A, 120A, 150 & 151A. ADDITIONAL LAYER OF INSULATED LAGGING SHAUL EXTEND MINIMUM OF 18" ON THE DUCT AND MIN. OF 12" ON THE WAUL BEING PENETRATED INSULATION SHAUL BE MIN. 2• THICK 1-1/2# \IATH EXTERIOR COVERED \IATH SPRAY ON FIRE PROOFING. 3. SPRAY ON FIRE PROOFING SHAUL BE 2" THICK, LIGHT-DENSITY GYPSUM BASED CEMETITIOUS, MONOKOTE TYPE MK-6 BY W. G. GRACE OR EQUAL. DUCT PEN. THRU NON-RA TED WALL NOT TO SCALE 5 12" CURB (TYPICAL) SHEET-METAL COUNTER FLASHING W/ CONTINUOUS WATER SEALANT ON ALL SIDES R MOTORIZED BACKDRAH DAMPER TYPICAL ROOFTOP EXHAUST FAN ROOFING MATERIALS BY ROOFING CONTRACTOR ROOFING EXHAUST DUCT NOT TO SCALE 2 FIN. R0I0F------... STANDARD WEIGHT PIPE SLEEVE W/FJLANGE. ANNULAR SPACE SHALL BE PACKED W/ 3# INSULATION & SEALED W/MASTIC -~ FIRE AND/OR SOUND RATED ENCLOSURE f------1 ~ COUNTER FLASHING / ~FLASHING SLEEVE FILANGE ANCHORED TO STEEL DECK AROUND DUCTWORK WHERE NOTED ON DWG.----. DUCT PENETRATION THRU ROOF NOTES: SLACK AIRCRAFT CABLE---" 1. CABLE, ANCHORS TO BE CHECKED BY DESIGN BUILD TEAM STRUCTURAL ENGINEER. 2. SUSPENSION OF ALL DIRECTIONAL SUSPENDED EQUIPMENT SHALL BE BY DESIGN BUILD TEAM STRUCTURAL ENGINEER. 3. STRUCTURAL ENGINEER SHALL PROVIDE FULL DESIGN DRAWINGS AND CALCULATIONS FOR BUILDING AND SAFETY APPROVAL. STRUCTIJRE ,--7 I EQUIPMENT I ~ANCHOR PTS BRACKET (TYP F)OR THREE OR FOUR MACHINE FRAME SECTION VIEW ANCHOR POINT RODS TO VIBRATION ISOLA TORS 0 0 i --7 SLACK CABLE I EQUIPMENT I 0 L --J 0 0 PLAN VIEW ALL DIRECTIONAL SUSPENDED EQUIP. NOT TO SCALE 4 NOT TO SCALE 1 09-18-15 09-25-15 08-17-17 10-31-17 cj z C: => ~ CJ CJ z a: w w z CJ z w w > ~ 0 z z PROGRESS SET 30~ CD CITY REVIEW JQ,i,: DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 22 OF 32 %1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:M-5.1MECHANICAL DETAILSNOT TO SCALE 7 DUCT SUPPORT _ __,, DUCT COLLAR ___ ,,. FLEX CONNECTION (BY M.C.) __ _,,, DUCT (BY M.C.) ______/ 1------.... PREFABRICATED CURB BY EQUIPMENT MFR.-------......._ ANCHOR CURB W/ 5/8" EXPANSION ANCHORS WHEN FASTENING TO CONCRETE DECK TRUBOLT I.C.B.0.# ER-1372 f---------.. ANCHOR CURB WITH 4"x 5/8" LAG BOLTS WHEN FASTE'.NING TO WOOD DECK. FASTEN TO JOIST I.C.B.0.# ER-1372 / EDGE DF UNIT ~--UNIT GASKET .,.----PERIMETER FRAME .,.----SEISMIC RESTRAINT CABLE "'--+----HOLD DOWN (AS REQUIRED BY DESIGN BUILD TEAM) 2" STATIC DEFLECTION ISOLATOR AND EARTHQUAKE RESTRAINT PERIMETER METAL FLASHING RAIN GUARD W/ DRIP EDGE ~--BULB SEAL AS REQUIRED BY DESIGN BUILD TEAM ---.._ __ WOOD NAILER RIGID INSULATION AND ROOFING MATERIAL (AS REQUIRED BY DESIGN BUILD TEAM) ROOFING ROOF MOUNTED UNIT WITH I.S.O. CURB NOT TO SCALE 6 NOT TO SCALE 3 NOT TO SCALE 2 16 GAUGE GALVANIZED BLADE-~ 3/8" SQUARE ROD ---~ A L INDICATING HANDLE 1 /4" LESS THAN DUCT DIAMETER SECTION A-A 1 /4"111 SET SCREW 1"x1/8" GALVANIZED STRAPS SPOTWELD TO BLADE VENTLOCK NO. 609 END BEARING GASKET (TYP-2) A _J VENTLOCK NO. 638 REGULATOR FOR INSULATED DUCT, VENTLOCK No.635 FOR UNINSULATED DUCT. LOW PRESSURE UP TO 14"¢ DUCTS ROUND VOLUME DAMPER 1" DUCT SlRAP WRAPPED AROUND DUCT AND EXTEND ;, TO UNDERSIDE OF SLAB~ <' </ </ ~HILTl CONCRETE ANCHOR WITH WASHER. ~ SCREW STRAPS TOGETHER ROUND DUCT HANGER NOT TO SCALE NOT TO SCALE 5 1 (.) z C: ::::J ~ CJ CJ z a: w w z CJ z w w > ~ 0 z z 09-18-15 PROGRESS SET 09-25-15 30% co 08-17-17 CllY REVIEW 10-31-17 307' DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 23 OF 32 PLUMBING FIXTURE SCHEDULE PLUMBING LEGEND PLUMBING NOTES SYMBOL ABBREVIATION DESCRIPTION MARK fl)(JIJRE HW cw w VENT TRAP DESCRIPTION w 1. CONTRACTOR VERIFlCATlON: CONTRACTOR ~ALL VERIFY EXACT POINTS OF fl'.'. <Xl SINK PER ARCHITECTLRAL SPECIFlCATION. PROVIDE WITH 1.5 GPM AERATOR MAX. FAUCET. BRASSCRAFT STOPS, SUPPLIES, SOR W SOIL OR WASTE ~ SK-1 1/2" 1/2" 2· 1 1/2" 1 1/2" CONNECTON AND CAPABILITIES OF EXISTING 1/TILITIES PRIOR TO SUBMITTlNG ::::) CJ N (ADA-ACCESSIBLE) WALL PLATES, C.P. TRAP & ORAN OUTLET. BELOW FLOOR OR GRADE 'It BID AND START OF WORK. IMMEOL<\TELY NOTIFY THE ARCHITECT OF ANY 1-z SOR W SOIL OR WASTE ,;; ...,. 1 1/4" PER ARCHITECTURAL SPECIFlCATION. CHICAGO FAUCET OR EQUAL DISCREPANCIES. o_ Ol IO AT .2 GALLONS PER CYCLE MAX. WITH ASSE 1D70 APPROVED THERMOSTATIC MIXING VALVE. w -~"' L-1 LAVATORY 1/2" 1/2" 2· 2· ' BRASSCRAFT QUARTER TURN STOPS, S.S. SUPPLIES, CHROME PLATEO TRAP & TAILPIECE SD OR OD STORM OR OVERFLOW ORAN 2. FlXTURE: ALL MANUFACTURERS, LOCATIONS, MOUNTING HEIGHTS AND COLORS I-C, .c 0 (ADA-ACCESSIBLE) 1/2" BELOW FLOOR OR GRADE _gi O> 1 WALL PLATES, C.P. TRUEBRO LAV GUARD 2 OF PLUMBING FlXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL IZ :r: <( DRAWINGS. fl)(JIJRES SPECIFlEO BUT NOT ALLOWEO MAY BE SUBSTITUTED u-E PER ARCHITECTURAL SPECIFlCATION. AMERICAN STANDARD OR EQUAL. WITH SLOAN FLUSH VALVE OR EQUAL SD OR OD STORM OR OVERFLOW ORAN 1ii (.) a 1 1/2" 4• 2· AT 1.28 GPF, WITH OPEN FRONT SEAT LESS COVER WITH AN APPROVED EQUAL DURING SUBMITTAL REVIEW PROCESS. fl'.'. fl'.'. "' -" WC-1 WATER CLOSET ------V SANITAIRY VIENT <( tJj a .c ai o0'1""""cc 3. DISABUED ACCESS fl)(JIJRE: SEE ARCHITECTURAL DRAWINGS TO VERIFY "' ~ . -cw DOMESTIC COLD WATER oz OCl>r,...t,;1 PER ARCHITECTURAL SPECIFlCATION. AMERICAN STANDARD OR EQUAL. WITH SLOAN FLUSH VALVE OR EQUAL REQUIREMENT AND MOUNTING HEIGHTS. INSULATE ALL EXPOSED PIPING, .;::: al o::) t+= WATER CLOSET -1 1/2" 4• 2· -AT 1.28 GPF, WITH OPEN FRONT SEAT LESS COVER --HW DOMESTIC HOT WATER IL C, "OmriJ·c3 WC-2 (ADA-ACCESSIBLE) INCLUDING TRAP ORAN OUTLET AND SUPPLIES OF SINK PER fl)(JIJRE SCHEDULE. ca w en ca F FIRE FlRE LINE -z a.owe. Ow ,-.. E -(§) PER ARCHITECTURAL SPECIFlCATION. WATER-LESS URINAL PROVIDE WATER CONNECTION CAPPED IN WALL. G GAS 4. INTERFlERENCE: ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID <( "<;j-LOO G a.. ~ V Q) "'"" -UR-1 URINAL -3/4" 2· 2· -STRUCTURAL FRAMING. NI e_!; MPG MPG MEDIUM PRESSURE GAS 5. CLEANOUTS: CLEANOUTS SHALL BE INSTALLED WHERE INDICATED, WHERE CD CD CONDENSATE DRAIN ACCESSIBLE AND AS REQUIREO BY CODE. COORDINATE ALL LOCATIONS WITH ~ WHA-1 WATER HAMMER ARRESTOR - - - --J.R. SMITH HYDROTROL 5000 SERIES rn FS FLOOR SINK WITH EQUIPMENT, CABINETS, ETC., AND ARCHITECT PRIOR TO INSTALLATION. ~<J sov SHUT OFF VALVE 6. VIENT TERMINATION: EACH VIENT PIPE OR STACK SHALL TERMINATE VERTICALLY FD-1 FLOOR DRAIN -1/2" 2· 2· 2· J.R. SMITH #2005-Y: NICKEL BRONZE STRAINER, NO-HUB OUTLET. . CHECK VALVE NOT LESS THAN SIX INCHES ABOVE ROOF NOR LESS THAN ONE FOOT FROM CV ANY VERTICAL SURFACE. IN AODmON, EACH PLUMBING VIENT SHALL TERMINATE I --UNION NOT LESS THAN TEN FlEET FROM OR AT LEAST THREE FEET ABOVE ANY :) PIPING DOWN WINDOW, DOOR, OPENING, AIR INTAKE OR VENT SHAFT. EWH-1 ELECTRIC WATER HEATER 1/2" 1/2" -- ---INSTANTANEOUS UNDER SK-1 7. FULL SIZE: ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS LINE SIZE _J --PIPING UP UNLESS OTHERWISE INDICATED ON DRAWINGS. " FCO FLOOR CLEANOUT DF-1 DRINKING FOUNTAIN -1/2" 2· 2· 2· T 8. LATERAL SUPPORT: ALL EQUIPMENT SHALL BE LATERALLY SUPPORTIED IN ALL HAWS MODEL 1011 HI-LO OR EQUAL, WALL MOUNTEO, BARRIER FREE WITH INLINE FlLETER. '1 wco WALL CLEANOUT DIRECTONS TO RESIST A MIN. OF 50% OF ITS' OPERATING WEIGHT. ' "' POC POINT OF CONNECTION 9. CODE COMPLL<\NCE: ALL WORK AND MATERL<\L SHALL BE PERFORMEO AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED ANO AMENDED BY THE INSPECTNG AUTHORITY. NOTHING DIAGRAMMATICALLY INDICATEO ON THESE DRAWINGS IS TO BE CONSTRUED TO PERMrT WORK NOT EE .! (.) ~ 8 • "~ z CONFORMING TO THESE CODES OR OTHERS APPLICABLE TO THIS m ~ m. mm cm C a: 0 C ~ PROJECT: oi ai mo ·-•m ~ '-m :::::, t\iN @-!!l ·s ... >,cii ~~ It! 0 <fl -0 ~~ I I ::&:.2! ~ NN o-a c: = cc MM iii lt: ~ ~ ~ ~ (9 NOTE: AS MODIFIED BY THE AUTHORITlES HAVING JURISDICTION. .;.; ...: PIPE MATERIAL SCHEDULE (9 z A. 2013 CALIFORNIA BUILDING CODE VJ cc a: w e w w B. 2013 CALIFORNIA ELECTRICAL CODE w z /4 ff p ,-,f §, z (!) (9 rg· tt:'rg• Oj rg· l tt:V" C. 2013 CALIFORNIA MECHANICAL CODE z z w w 1"11j; £~ £~ ~ ~ w:f D. 2013 CALIFORNIA PLUMBING CODE •• (!) w z > ½: . ~1 ~i ~<}-~ • g ~~ E. AMERICANS WITH DISABILITlES ACT (ADA) e= I;.; _J ,..., c.; k ,,., sJ'tf ~ c.; 41' :J > VJ ,ti ,ti jtt: # ~ ,ti, <P'~ F. 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE • I z 0 SERVICE REMARKS 0 z (.) z WATER INSIDE * BURIED * 10. FIELD VERIFICATION: BEFORE ANY FABRICATION OR INSTALLATION, THIS SANITARY INSIDE * CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL AND DRAINAGE BURIEO * ELECTRICAL EQUIPMENT, AIND ALL EQUIPMENT PROVIDED UNDER AINOTHER INSIDE SECTON OF SPECIFlCATIONS. EXACT AND FlNAL ROUGH-IN LOCATIONS AND SANITAIRY * REQUIREMENTS SHALL BE COORDINATED IN FIELD. VIENT OUTSIDE * INDIRECT INSIDE * 11. COORDINATION: THE PLUMBING CONTRACTOR SHALL COORDINATE ALL WASTE OUTSIDE * REQUIREMENTS FOR ALL POINTS OF CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO BID. INSIDE * CITY OF GAS 12. PIPE SLOPE: ALL WASTE AND VENT PIPING SHALL SLOPE AT 2% MINIMUM. UNLESS OTHERWISE INDICATEO ON PLANS. CARLSBAD 13. ACCESSIBILITY: ALL VALVES, DR EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED WITHIN 24" OF, AND BEHIND, AN ACCESS PANEL FLEET 14. SPECIFlCATION: THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH, AND BE CONSIDERED TO BE A PART OF, THE SPECIFlCATIONS. MAINTENANCE ABBREVIATIONS 15. PATCHING: THE CONTRACT SHALL BE RESPONSIBLE FOR REPAIRING, PATCHING REFURBISHMENT ABBR. DESCRIPTION ABBR. DESCRIPTION AND PAINTING ALL AREAS WHICH ARE USED AND/OR DAMAGEO BY HIS OPERATIONS. ABV ABOVE GPF GALLONS PER FLUSH 16. MATERIAL CONNECTION: CONNECTONS BETWEEN INCOMPATIBLE MATERIALS 2480 Impala Dr AP ACCESS PANEL GPM GALLONS PER MINUTE ABOVE GRADE AND INSIDE BUILDING SHALL BE MADE THRU THE USE OF TWO Carlsbad, CA BEL BELOW HZ HERTZ (2) DIELECTRIC UNIONS. Cl CAST IRON HP HORSEPOWER 92010 CLG CEILING IN INCHES 17. SUBMITTALS AIND SHOP DRAWINGS: THE PLUMBING CONTRACTOR SHALL CONN CONNECTION KW KILOWATT SUBMrT SHOP DRAWINGS ON ALL WORK AND SUBMITTALS ON ALL VALVES, CONT CONTINUATION PH PHASE (ELECTRICAL) Fl)(JIJRES, EQUIPMENT ANO ACCESSORIES FOR REVIEW AND APPROVAL PRIOR CD CONDENSATE DRAIN LBS POUNDS TO ORDERING, FABRICATION AND INSTALLATION. ON DOWN PSI POUNDS PER SQUARE DWG DRAWINGS INCH 18. ALL PLUMBING fl)(JIJRES AND RELATED EQUIPMENT SHALL HAVE ANGLE STOPS. EC ENGINE COOLANT STN STAINLESS PROVIDE BALL-TYPE SHUT-OFF VALVE. EO ENGINE OIL Bridging EX EXISTING STL STEEL FLR FLOOR TYP. TYPICAL 19. PLUMBING CONTRACTOR SHALL HIRE A PIPE LOCATOR CONTRACTOR TO FIELD Documents for FT FlEET W/ WITH VERIFY BUILDING'S EXISTING SEWER LOCATION, CONDITION, INVERT ELEVATION AND FU FlXTURE UNIT wco WALL CLEANOUT SIZES BELOW THE FlRST FLOOR SLAB USING SEWER CAMERA. FINDINGS AW ACID WASTE Building FH FlRE HOSE ATF AUTO TRANSMISSION FLUID INCLUDING SKETCH OF ROUTING SHALL BE FORWARDED TO THE ARCHITECT FCO FLOOR CLEANOUT wws WIN SHIELD SOLVENT AND INNOVATIVIE ENGINEERING GROUP. Improvements A AIR 20. ROUTING AND SIZES WERE GATHEREO DURING A WALK THRU PROCESS AND MAY NOT BE ACCURATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO START OF WORK. 21. PLUMBING CONTRACTOR SHALL PROVIDE UNIT PRICES PER LINEAR FOOT FOR GWEN PIPE SIZES FOR COLD WATER, SEWER, VENT AND GAS THAT MAY HAVE TO BE AODED BECAUSE OF INACCURATE INFORMATION. 22. PLUMBING CONTRACTOR SHALL VISIT THE JOBSITE AND FAMILIARIZE HIMSELF WITH CONDITIONS ON THE JOBSITE THAT HE MIGHT ENCOUNTER ON THE INSTALLATION OF PLUMBING SYSTEM. FlRST FLOOR CONSTRUCTION AND REVIEWED BY: STRUCTURAL CONDITIONS HAVE TO BE FIELD VERIFY WHICH WILL EFFECT EFFECT ROUTING OF PLUMBING SYSTEM. 23. LEAO FREE COMPLIANCE REQUIRED PER CALIFORNIA HEATH AND SAFlETY PROJECT MANAGER DATE CODE SEC. 116875. 09-18-15 PROGRESS SET 09-25-15 30~ co 08-17-17 CllY REVIEW 10/31/17 30:11: DESIGN RFP SHEET INDEX MARK DATE DESCRIPTION P-0.0 PLUMBING COVER SHEET PROJECT NO: 4714 DWG: 811-4B P-1.0 PLUMBING Pl.AN DRAWN BY: PA P-2.0 PLUMBING ROOF PLAN P-0.0 SHEET 24 OF 32 /' \ ( B• I---. / "--· / ' ( c•,_ --. .......___ _,,./ / '•. ! D •f---\"-_,,/ / ' ( 1 .,,, \. __ / (N) SERVICE RAY#II@ 18101 (N) SERVICE 1 RAY#I@ I 811 I /I TO SPACE HEATERS _/ =-~=------,-(E) AUTO SERVICE LIFT BAY#7 (E) 023 (E) AUTO SERVICE BAY#8 10241 (E)TRUCK SERVICE Bl~~~i [ (E)1"G I (E)TRUCK SERVICE BAY#3 I 0191 (E) BRAKE SHOP 10261 • (E)AIRAND LUBE ROOM 10211 • (E)TIRE SHOP 10281 V (E) BATTERIES --P----a 10251 TO MEZZ. (E~EL1c. 031 '· \" 2 ) . / APPROXIMATE LOCATION OF CLARIFIER AND WASTE LINE. EXISTING TO REMAIN. (E)TRUCK SERVICE BAY#2 I 0181 (ElME,H. 030 / ' ( 8 .,,, \. __ / • (E)TRUCK SERVICE BAY#1 I 0111 • ,----7 I I l=~~I 3/ 4 ·co FROM Ar, UNIT ON ROOF (N) OFFICE 18021 0 Y 3" STORM DRAIN & OVERFLOW DRAIN FROM AFN. (896 SQ. FT) El)CUIT ~~ 011 -(N) PARTS 18041 (E)2"CW TI (N) OFFICE 18031 0 " 8 (E) 1/2"CW /-,. ----J, A ': '-,, ____ .// /-~ t·'V (E) 4''5 \_ WATER JUPPLY TO NEW 4•s LOCKE S AND LOUNGE PROVIDE I ISOLATED SHUT "=~=====d======~o.rr__v..;LVES THOUGHOUT /' '· 1 ; tuMBING SYS+EM . __ __j, B : r:===;r" (DUR-1 <] ~WC-2 cpuR-1)_ (N) (N) WOMEN'S CD I,.,. MEN'S LOCKERS '"--"-®L-i "' • ,,._ LOCKER [:8N.0y £12=.1 '===::=\..l):::;i~'= '077 Q) 1.::1-'":J -. '.".'_J (N) (N) VEST VEST ~~~I 8~06~1 lgl:~08~I ~~~::!J / (D~ 3/4"CD FROM AC UNIT_/ (N) EWH-1 ON ROOF LOUNGE. IP L L l: l 18091 (Df!h_ • / "'· : 12 ·, \ . -... ___ ,/ \, ./ 3/ 4 "CD SPILL TO TAILPIECE /' '"------J. D ': . . \,..__ ./ ~P~L~U~SM~c~~B~J~,~~;1~ .. =~f=}~AN-=.., ______________________________________________ Ne CONSTRUCTION NOTES: (D ROUT WATER WASTE AND VENT TO LOCATION OF EXISITING UTILITIES. FIELD VERIFY EXACT LOCATION. @3" STORM DRAIN DOWN TO BELOW FLOOR. CONNECT TO EXISTING, FIELD VERIFY EXACT LOCATION. @3• OVERFLOW DRAIN TO DAYLIGHT WITH DOWNSPOUT NOZZLE. (i) CONNECT TO EXISTING INDUSTIRAL PIPING SYSTEM FOR GREASE, EC, A, EO AND ATIF @PROVIDE HOSE REEL FOR INDUSTRIAL PIPING AT NEW LIFT LOCATION. @ 3/4"G TO SPACE HEATERS. PROVIDE GAS CONNECTION AND SHUT OFF. CITY OF CARLSBAD FLEET MAINTENANCE REFURBISHMENT 2480 Impala Dr Carlsbad, CA 92010 Bridging Documents for Building Improvements REVIEWED BY: PROJECT MANAGER DATE 09-18-15 PROGRESS SET 09-25-15 30'1; CD 08-17-17 CITY REVIEW 10/31/17 JOX DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: 4714 DWG: 811-4B DRAWN BY: PA P-1.0 SHEET 25 OF 32 1. {N) / ,. ,.ffi•d , .. Y {N) ROOF DRAIN & . OVERFLOW DRAIN 0, · {896 SQ. FT.) ~ ; I I I I a. -C/J~~-_ •. R: . ~io'? (;.·\·I-- -~-.9.-.s+-----------------,-C.,,,~x-~ ----------------~-------~---------+,---~---(N---<) LADDf-E-R __ ·~· _·_ "'--'-¥-)_i_~_-. --------jrA": \ ... /. ;-----,---~~. ~--~~--. ~~-~--.~"jf{~~-c--,-'------i ~vr~[0_.-0~.1:c-,~------.• ~----~-~--. --=~~-::_-_-_ ~-1~~---~-:· ·~-~~~-~-~----.,~-·.~~c-• ~;;-_-,---·---~~~ __ ---.~, r----'-c--~~~-----c-J X ~~--~-·=.•'' \, ___ ./ ~~ \o· 'lj'6 ~ • /"· ' ~ J6 .. 0 ' \__ . . . .. O o ., · / ~ CONNECT CONDENSATE DRAIN TO 3 . k'.°: y EXISTING. FIELD VERIFY EXACT -c • '· .. . o· /[', . ,, 0 (E) 3/8" PER FT. (E) 3/8" PER FT. ' •. IXl(N) LADDER . (E) HIGH •. ROOF ... • (E) ~RIDGE .. .. D 0 0 • I· ' ,. ., .. ~-• 0 0 0 0 007 1 L7 . (E) 3/8") PERFT .... I"../ (N) LADDER (E) LOW 1,.,.,.--.. R 00 F ' . / LOCATION. PROVIDE GAS CONNECTION / • AND SHUT OFF. / ---j-j-------jrA~4: \,_./ ·.~ ~~ . ~<o-'lj ~-/"" ' 4;9 ·. · · ,. · 4;9 /.---'--, ----1/ B \: \, ,/ ... . . . . / ' ( C :\•,_ ----tt-·......._,_ _,,./ (E) 3/8" PER FT. ~~~-~--~~~· ~~~ (E) SKYLIGHT~--.-.. -c'-.• ____, ___ ---••. ---" (4) HIGH ROOF (E) 3/8" PER FT. 0 ·O 3/4"CD DN. --j-j---.. ' ' ' ., {N) ~DC (N)OSHA 'C!.J 0 . . . ·-.I~ ~-.. . . / ' . COMPLIANT RAILING O • /···,.. r------c-.-.. ~ .. ~_-'--_/1=--. -.. ~ .. ~. __J. .. [o oj . _: . .A . ? .. .. .. . .. . .. ' I() Q .. f\. ·-' ;" \ !,~/'•,---~-'?~-.. +--------------------------------'-c''\------__ (_N_) _O-SH-A----------------------------------'c~-~-;.Sz0 --------1.,~) COMPLIANT ".~~ ROOF HATCH . . . ' . . /.--·-. . . /.--·-. . . /.--·-. / ' / ' / ' / "'-( 1 \ \ 2 ) ( 4 \I ( 6 \ ( 8 \I ( 10 \ : 12 ·, ( 13 \ I I I \ .. _/ \ .. _/ ' , \ .. _/ ' , \ . ' , ...._ ___ ./ ..... -./ ... .. -./ -... ___ ./ ... .. -./ ~P=L~U~M=~=~~~~,~=8~~-=i~?o~~~P~L=AN~~------------------------------------------Ne CITY OF CARLSBAD FLEET MAINTENANCE REFURBISHMENT 2480 Impala Dr Carlsbad, CA 92010 Bridging Documents for Building Improvements REVIEWED BY: PROJECT MANAGER DATE 09-18-15 PROGRESS SET 09-25-15 30'1; CD 08-17-17 CITY REVIEW 10/31/17 JOX DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: 4714 DWG: 811-4B DRAWN BY: PA P-2.0 SHEET 26 OF 32 %1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:E-1.0ELECTRICAL SHEET INDEXGENERAL NOTESGENERALELECTRICAL LEGENDSWITCHES (+42" AFF, U.O.N.)SINGLE LINE DIAGRAMLIGHTING FIXTURESPANELS AND RELATED ITEMSABBREVIATIONS CONTINUEDABBREVIATIONSWIRES AND RACEWAYSRECEPTACLES (+18" AFF, U.N.O.)COMMUNICATIONS (+18" AFF, U.O.N.)(DESIGN-BUILD BY CONTRACTOR)DEFERRED APPROVAL FOR FIRE ALARM SYSTEM:A. ALL MATERIALS AND WORKMANSHIP SHALL CONFORf.4 TO THE CALIFORNIA CODE OF REGULATIONS, CALIFORNIA ELECTRICAL CODE CURRENT EDlllON AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. B. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWINGS IN LA YING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES RELATING TO WORK TO VERIFY SPACES IN WHICH WORK WILL BE INSTAWED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL llf.lES. C. CONTRACTOR SHALL VERIFY THE EXACT LOCA llON OF ALL ELECTRICAL, MECHANICAL, PLUMBING AND ALL OTHER EQUIPMENT REQUIRING ELIECTRICAL CONNECTIONS PRIOR TO ANY WORK. D. DEDICATED ELECTRICAL SPACE NEC 110.26(F): THE SPACE EQUAL TO THE WIDTH AND DEPTH OF THE EQUIPMENT AND EXTENDING FROM THE FLOOR TO A HEIGHT (6 FT) ABOVE THE EQUIPMENT OR TO THE STRUCTURAL CEILING, WHICHEVER IS LOWER, SHALL BE DEDICATED TO THE ELIECTRICAL INSTALLATION. NO PIPING, DUCTS, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO THE ELECTRICAL INSTALLATION SHALL BE LOCATED IN THIS ZONE. E. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE WITH U.L REQUIREMENTS TO ACCOMMODATE CONDUCTORS SHOWN. F. LOCA llON OF LOCAL WALL SWITCHES ARE SUBJECT TO MODIFICA llONS. AT OR NEAR DOORS, INSTALL SWITCHES ON SIDE OPPOSITE TO DOOR HINGES. VERIFY FINAL HINGE LOCA llON IN FIELD PRIOR TO ANY WORK. G. CONTRACTOR SHALL COORDINATE THE LOCA llON OF ALL WALL OUTLIET BOXES FOR SWITCHES, RECEPTACLES, ETC. WITH TACK BOARDS, CABINETS, FURNITURE, EQUIPMENT ETC. TO AVOID CONFLICT. H. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT EXPOSED TO OUTSIDE ENVIRONMENT SHALL BE WEATHERPROOF TYPE, NEMA 3R. I. LIGHTING, POWER, TELEPHONE AND COf.lMUNICA llONS OUTLETS SHALL NOT BE PLACED BACK TO BACK. OUTLIETS SHALL BE HORIZONTALLY SEPARATED MIN. OF 24" FOR RATED WALL AND MIN. OF 18" FOR NON-RATED WALL. J. WHERE CONDlllONS ARE SHOWN AS EXISTING, THEY ARE BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS/DOCUMENTS. NO WARRANTY IS IMPLIED AS TO THE ACCURACY. CONTRACTOR IS TO FIELD VERIFY ALL CONDlllONS. K. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY U.L L. CONTRACTOR SHALL PERMANENTLY LABEL CIRCUIT AND PANEL NAME ON ALL DEVICES (RECEPTACLIES, SWITCHES, ETC). Q) Q)-1 QI [OJ IMQ] IRl UIBl ~ EMiil [IQ] ~ 00 jg °' ~ D D' !SJ' 181 181' --3 ) \ l (3)1'C,318,lf8G T "Q 'I ~ ! !CR! ~ D<l ® $ $3 $4 $p $K $D $M $T $a 1$1 JUNCTION BOX CEILING MOUNTED JUNCTION BOX WALL MOUNTED + 18" AFF, U.0.N. JUNCTION BOX FLUSH IN FLOOR ENCLOSED CIRCUIT BREAKER MOTION DETECTOR RELAY RECEPTACLE CONTROL RELAY ROOM CONTROLLER EMERGENCY RELAY TIME CLOCK PUSH BUTTON DOOR CONTACT CONTACTOR BUZZER START /STOP SWITCH MOTOR DISCONNECT Sl',HCH FUSED DISCONNECT SWITCH MOTOR CONTROLLER OR STARTER COMBINATION CONTROLLER/DISCONNECT SWITCH CONCEALED CONDUIT IN WALL OR CEILING CONCEALIED CONDUIT BELOW FINISHED FLOOR/GRADE CONDUIT OR RACEWAY TURNED UP CONDUIT OR RACEWAY TURNED DOWN CONDUIT STUB OUT, CAP-OFF CONDUIT CONTINUATION HOMERUN CONDUIT LONG STROKES INDICATE NEUTRAL CONDUCTOR, SHORT STROKES INDICATE PHASE OR SWITCHED CONDUCTOR, LONG STROKES WITH DOT INDICATES GROUNDING CONDUCTOR. 3/4"CONDUIT MIN. (U.O.N.), #12 AWG CONDUCTOR MIN. (U.O.N.} 3 SETS OF ONE INCH CONDUIT 1'11TH THREE NUMBER EIGHT WIRE AND ONE NUMBER EIGHT GROUND. TELEPHONE OUTLET WITH 1 "CONDUIT UP TO ACCESSIBLIE CEILING, U.O.N. DATA OUTLIET WITH 1''CONDUIT UP TO ACCESSIBLIE CEILING, U.O.N. COMBINATION TELIEPHONE/DATA OUTLET 1'11TH 1 "CONDUIT UP TO ACCESSIBLE CEILING, U.O.N. FLOOR MOUNTED COMBO TELIEPHONE/DATA OUTLET 1'11TH 1"CONDUIT UP TO ACCESSIBUE CEILING, U.O.N. WIRELIESS ACCESS POINT CARD READER TELEVISION OUTLET CAMERA ( CCTV) SPEAKER TELEPHONE TERMINAL BACKBOARD SINGLE POLE Sl'l1TCH THREE-WAY SWITCH FOUR-WAY Sl'l1TCH SWITCH & PILOT LIGHT KEY OPERA TED Sl'l1TCH DIMMER SWITCH THERMAL OVERLOAD SWITCH TIMER SWITCH LOWER CASE LETTER INDICATES SWITCHING LOW VOLTAGE DIMMER Sl'l1TCH (SAME ABBREVIATIONS APPLY AS ABOVE) e-SIMPLIEX RECEPTACLE ...t:,_ @= DUPLEX RECEPTACLE -<~>-~ HALF-SWITCHED DUPLEX RECEPTACLE -I I-1$ CEILING MOUNTED DUPLIEX RECEPTACLE ---,ft-.. DOUBLIE DUPLIEX RECEPTACLE © • HALF-SWITCHED DOUBLIE DUPLEX RECEPTACLE [D]---©= SPECIAL PURPOSE OUTLET (TYPE AS NOTED) ~ cc:::n--"-FLOOR MOUNTED DUPLEX RECEPTACLE -------113 FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE ~" - - - j MULllOUTLET ASSEMBLY rv-r' )_ ~ POWER COMMUNICATIONS POLE WITH BARRIER -$ ~ FLOOR MOUNTED COMBINATION RECEPTACLE & TELE/DATA ® @) NOTE: 0 ALL RECEPTACUES SHALL BE 20AMP, 120V, U.0.N. J_ -. t@ 0 DOWN LIGHT /PENDANT LIGHT FIXTURE I =:_:c--. I LINEAR WALL MOUNTED LIGHT FIXTURE I• IN Q WALL SCONCE ~G [SJ 2'x4' LIGHT FIXTURE -. I e I STRIP LIGHT FIXTURE ~ ~ POLE AND POLE MOUNTED LIGHT FIXTURES NUMBER OF HEADS AS SHOWN I XXX I l8l BOLLARD /IN GRADE LIGHT yvv TRACK LIGHT A,AMP <] FLOOD LIGHT AC AFF ~ WALL WASHER, ARROW INDICATES AIM AFG AL ~ EXIT SIGN, SHADING INDICATES ALT -FACE, ARROWS AS INDICATED ATS 'rt/'-BATTERY PACK, NUMBER OF HEADS AS SHOWN AWG lill..J EMERGENCY 2'x4' LIGHT FIXTURE BC BLDG • EMERGENCY DOWNLIGHT/PENDANT LIGHT FIXTURE C CB I • I EMERGENCY STRIP LIGHT FIXTURE CCTV 1----------1 NL = NIGHT LIGHT (CONNECT TO UNSWITCHED CKT CLG NL LEG OF CIRCUIT) CT ~ WALL MOUNTED OCCUPANCY SENSOR +42"AFF.U.O.N. CTR (SINGLE MANUAL ON/OFF DIMMER SWITCH} cu cw ~b WALL MOUNTED OCCUPANCY SENSOR +42" AFF,U.O.N. (DOUBLE MANUAL ON/OFF DIMMER SWITCH) (D) ~ CEILING MOUNTED OCCUPANCY SENSOR DEF DISC ~ CEILING MOUNTED DAYLIGHT SENSOR DN DP DT DWG ANNOTATION TAGS AND NOMENCLATURE (E) CD SHEET NOTE SYMBOL EC EA ffi EC REVISION DELTA EIA ffi DETAIL CALLOUT TAG. # DESIGNATES ELEC DETAIL NUMBER, ## DESIGNATES SHEET ELEV ON WHICH DETAIL IS LOCATED EM EMT ffi MECHANICAL EQUIPMENT CALLOUT TAG. EOL ## DESIGN A TES UNIT TYPE, # DESIGNATES EWC UNIT NUMBER. F FAA --PANELBOARD -SURFACE FACP -FBO PANELBOARD -RECESSED FC --FLR FT [TI TRANSFORMER GC GEN I I I I SWITCHBOARD OR DISTRIBUTION BOARD GFI QUANTITY OF SECTIONS REQUIRED SHOWN GND, G DEVICE MOUNTING HEIGHTS HID HP HZ REFER TO ELECTRICAL SPECIFICA TlONS FOR IC MORE INFORMATION. DIMENSIONAL NUMBERS IG SHOWN ADJACENT TO SYMBOLS INDICATE THE IMC CENTERLINE OF DEVICE MOUNTING HEIGHTS. IN J-BOX NOTE: NOT ALL SYMBOLS ARE USED ON THIS PROJECT. K KCM KV KVA KVAR KW KWHR LCL LTG MAX MCC MH MIN MTD MTR MTS CIRCUIT BREAKER BREAKER WITH DRAWOUT FEATURE CONTACT (NORMALLY OPEN) CONTACT (NORMALLY CLOSED) OPERA TING COIL FUSE FUSED SWITCH SWITCH POWER TRANSFORMER CURRENT TRANSFORMER POWER UTILITY METER POWER NON UTILITY SUB METER GENERATOR GROUND GROUND FAULT SENSOR NEUTRAL BUS GROUND BUS AUTOMA llC TRANSFER SWITCH FEEDER TAG AMPERE(S) AL TERNA TING CURRENT ABOVE FINISH FLOOR ABOVE FINISHED GRADE ALUMINUM ALTERNATE AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BARE COPPER BUILDING CONDUIT CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CEILING CURRENT TRANSFORMER COUNTER COPPER COLD WATER DEMO. EXISTING TO BE REMOVED DUAL ELEMENT FUSE DISCONNECT DOWN DOUBLE POLE DOUBLE THROW DRAWING EXISTING TO REMAIN ELECTRICAL CONTRACTOR EACH EMPTY CONDUIT ELECTRONIC INDUSTRIES ASSOCIATION ELECTRICAL OR ELECTRIC ELEVATOR EMERGENCY ELECTRICAL METALLIC TUBING END OF LINE RESISTOR ELECTRICAL WATER COOLER FUSE FIRE ALARM REMOTE ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL FURNISHED BY OTHERS FOOT CANDLE FLOOR FOOT OR FEET GENERAL CONTRACTOR GENERATOR GROUND FAULT INTERRUPTER GROUND HIGH INTENSITY DISCHARGE HORSEPOWER FIREQUENCY CYCLES PER SECOND INTERCOM ISOLATED GROUND CONDUCTOR INTERMEDIATE METALLIC CONDUIT INCH JUNCTION BOX KIRK KEY INTERLOCKED THOUSAND CIRCULAR MIL(S) KILOVOLT KILOVOLT AMPERE(S) KILOVAR(S) Kl LOWA TT(S) Kl LOWA TT HOUR LONG CONTINUOUS LOAD LIGHTING MAXIMUM MOTOR CONTROL CENTER MANHOLE MINIMUM MOUNTED MOTOR MANUAL TRANSFER SWITCH E-1.0 GENERAL NOTES, LEGEND, AND SHEET INDEX N.C. NORMALLY CLOSED E-2.0 LIGHTING PLAN N.O. NORMALLY OPEN NF NON FUSED E-3.0 POWER PLAN NEC NA llONAL ELECTRICAL CODE NEGL. NEGLIGIBLE E-4.0 ROOF POWER PLAN II NUMBER E-5.0 NTS NOT TO SCALE SINGLE LINE DIAGRAM AND LIGHTING FIXTURE SCHEDULE NL NIGHT LIGHT E-6.0 NIC NOT IN CONTRACT LIGHTING CONTROL DIAGRAMS oc ON CENTER OL OVERLOAD ELEMENT PB PULL BOX PF POWER FACTOR PH, ~ PHASE PNL PANEL PT POTENTIAL TRANSFORMER p POLE PVC POLYVINYL CHLORIDE (R) EXISTING TO BE RELOCATED RMS ROOT MEAN SQUARE SHT SHEET SMR SURFACE METAL RACEWAY SP SINGLE POLE SPEC SPECIFICATIONS ST SINGLE THROW SW SWITCH SWBD SWITCHBOARD TC TIME CLOCK TEL TELEPHONE TEMP TEMPORARY llA TELECOMMUNICATIONS INDUSTRY ASSOCIATION TSTAT THERMOSTAT TTB TTC TV TYlP UG UH UON UPS V VA VAR VIP W/ W/0 w WP XFMR XP TELEPHONE TERMINAL BOARD TELEPHONE TERMINAL CABINET TELEVISION TYPICAL UNDERGROUND UNIT HEATER UNLESS NOTED OTHERWISE UNINTERRUPTED POWER SUPPLY VOLT(S) VOLT AMP(S) REACTIVE VOLT AMPERES VAPOR PROOF 1'11TH WITHOUT WATT(S) WEATHERPROOF TRANSFORMER EXPLOSION PROOF DEFERRED EMERGENCY ILLUMINATION LEVEL NOTES: 1. THE MEANS OF EGRESS ILLUMINA llON LEVEL SHALL NOT BE LIESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL. 2. EMERGENCY LIGHTS SHALL BE PROVIDED IN ALL MEANS OF EGRESS. 3. THE EMERGENCY LUMINAIRES SHALL PROVIDE AN INlllAL AVERAGE ILLUMINATION LEVEL OF AT LEAST 1 FOOT-CANDLE BUT AT ANY POINT IT SHALL NOT BE LESS THAN 0.1 FOOT-CANDLE ALONG THE PATH OF EGRESS AT FLOOR LIEVEL 4. AT THE END OF THE REQUIRED EMERGENCY SOURCE TIME DURA llON, THE EMERGENCY LUMINAIRE SHALL BE PROVIDE AN AVERAGE ILLUMINATION LIEVEL OF AT LEAST 0.6 FOOT-CANDLIE BUT A ANY POINT IT SHALL NOT BE LIESS THAN 0.06 FOOT-CANDLE ALONG THE PATH OF EGRESS AT FLOOR LIEVEL. 5. THE EMERGENCY ILLUMINATION LEVEL SHALL HAVE A MINIMUM-TO-MAXIMUM EMERGENCY ILLUf.llNA llON UNIFORMITY RA 110 THAT DOES NOT EXCEED 40 TO 1. 6. CONTRACTOR SHALL SUBMIT EMERGENCY ILLUMINA llON LEVEL STUDY AND DRAl'l1NGS SIGNED AND STAf.lP BY A REGISTERED ELIECTRICAL ENGINEER. OBTAIN APPROVAL BY AUTHORITY HAVING JURISDICTION PRIOR TO ROUGH-IN WORK. FIRE ALARM DESIGN SHALL BE SUBMITTED BY CONlRACTOR. OBTAIN APPROVAL FROM AUTHORITY HA\.1NG JJRISDICTION AND LOCAL FIRE DEPARlMENT PRIOR TO INSTALl.ATION. ANY EXISTING SYSTEM SHALL BE MODIFIED ACCORDINGLY. (.) z a: ::::i 0 a: (!) (!) z a: w e w z (!) z w •• w > !;;; > • I 0 z z 09-18-15 PROGRESS SET 09-25-15 30:C CD 08-17-17 CllY REVIEW 10-31-17 307' DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 27 OF 32 (E)AUTOSERVICEBAY#7023(E)AIR ANDLUBE ROOM027(E)TIRESHOP028(E)ELEC.031(E)MECH.030(E)TRUCKSERVICEBAY#2 018(E)TRUCKSERVICEBAY#1 017(E)BATTERIES025WH(E)BRAKESHOP026(E)LIFTUP TOMEZZ.WH(E)CUST011(E)ENTRY001(N)PARTS804(N)WOMEN'SLOCKERS805(N)MEN'SLOCKERS807(N)LOUNGE809(N)VEST808(N)VEST806(N)SERVICEBAY#6810(N)SERVICEBAY#5811135791113ABCD12468101213ABCDA.4A.4A.0(N)OFFICE802(N)OFFICE803(N)OFFICE801(E)TRUCKSERVICEBAY#3 019(E)TRUCKSERVICEBAY#4 020(E)AUTOSERVICEBAY#8024LIFTLIFT10'-0''10'-0''10'-0''10'-0''10'-0''10'-0''10'-0''10'-0''12'-8''21'-3'' TO 22'-4"21'-3'' TO 22'-4"SEE STRUCTURAL FORNEW FRAMING%1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:E-2.0.+)*6+0)2.#05%#.' ÄNSPECIFIC NOTES GENERAL NOTES/ \..__ __ / /--" ' -\ / , __ / \ ; '-.. ___ ,,/ / /----, ; \ i ' ' \_ ! / l I ~ ~ 7 __J 7 _J //' -."-\ I J '· \,. -----~ B B ---~ I BE B --~ -·~ B B --+ CD D liill B B ---~ I • u ~ ~ ~ V // '•"---. -,, \....._ .,/ /----, ; \ i ' ' \_ ! / l '/ --/r , -3 -~ 4 3E -~ B =:J + D B -~ my I I D D \ D 'l D / ~ -) //' -."-\ I J '· \,. ~ ~ == ---, / --'\ / ' ) ' ' ' ' ' ' / ,,/ ---I -$-D • • " ~ D D D A ) \ A _/ ',\ ' ! \_ / D ~ D ) //' -."-\ I J '· \,. /----, ; \ i ' ' \_ ! / l I D • \ _/ ',\ ' ! \_ / / ~"-. ) / ,----7 I I I I OEXT i::~:~:::~::(":::~ I ml f ~ ~ J ~ ---, I~ ~ V ~ 11/ ; / ~ ' ) -----' / --I/ I/ --OEXT Oi [R m, ~ ; ; EXT l (1 I) .~ ( !8/ ;-r-' -l__s-c t---. I/'" "' ----' ~g ( ~ •r B B --~ --C --0 BA BE B -~ ----D B e f.-B + --CD ~ ~ I I liill ~x BE B B -~ ----~ l) Cl] D ~ I> ~ <J ~ C C] [D· \ C b JQ ~ f--' ~ -~~ -$-~ ~CE ~ ~CE -------C: D ~ ~ ~ C::[J. __ ~ ~ ~ liill ~J t~ ~e] "--" C [3 • E • · · CE: --------~ C ,f.--c--c :7 A~I A------.._ A------.._ = '-I" liill .,..w ~ > -;:_J A---------I ~ I A lJ DI 1!!1, ' ) __,,/ -//' '•"-, I '1 \"· // _/ ',\ ' ! \_ / \ / / -,_ ! ' -, ) -/ \ / '-... ____ / / -,_ ! ' \_ ' \ / e A. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS, SECTIONS, ELEVATIONS, ETC. FOR EXACT LOCATION OF LIGHllNG FIXTURES. 8. PROVIDE AN UNSWITCHED CIRCUIT CONDUCTOR TO EXIT SIGNS AND EMERGENCY LIGHTS. C. WHERE MUL llPLE LIGHT SWITCHES ARE INDICATED AT A SINGLE LOCA llON, MOUNT SWITCHES UNDER COMMON GANGED FACEPLATE. MULTIPLE SINGLE GANG FACEPLATES ARE NOT ACCEPTABLE. (D PROVIDE LIGHTING ROOM CONTROL, REFER TO LIGHllNG ROOM CONTROL DETAIL 1/E-6.0 FOR MORE INFORMAllON. CD PROVIDE LIGHTING ROOM CONTROL, REFER TO LIGHllNG ROOM CONTROL DETAIL 1/E-6.0 FOR MORE INFORMAllON. (.) z a: ::::i ~ CJ CJ z cc w w z CJ z w w > ~ 0 z z 09-18-15 PROGRESS SET 09-25-15 30X: CD 08-17-17 CITY REVIEW 10-31-17 30X: DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 28 OF 32 (E)AUTOSERVICEBAY#7023(E)AIR ANDLUBE ROOM027(E)TIRESHOP028(E)ELEC.031(E)MECH.030(E)TRUCKSERVICEBAY#2 018(E)TRUCKSERVICEBAY#1 017(E)BATTERIES025WH(E)BRAKESHOP026(E)LIFTUP TOMEZZ.WH(E)CUST011(E)ENTRY001(N)PARTS804(N)WOMEN'SLOCKERS805(N)MEN'SLOCKERS807(N)LOUNGE809(N)VEST808(N)VEST806(N)SERVICEBAY#6810(N)SERVICEBAY#5811135791113ABCD12468101213ABCDA.4A.4A.0(N)OFFICE802(N)OFFICE803(N)OFFICE801(E)TRUCKSERVICEBAY#3 019(E)TRUCKSERVICEBAY#4 020(E)AUTOSERVICEBAY#8024LIFTLIFT%1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:E-3.0219'42.#05%#.' ÄNGENERAL NOTESCONTRACTOR SHALL PROVIDE: 1. TWO NEW GAS-FIRED INFRARED HEATERS, PROVIDE 120V,20A, ONE CIRCUIT. 2. PROVIDE ALL NEW RECEPTACLES AS SHOWN AND CONNECT ALL NEW RECEPTACLES PER NEC CODE. /.-.\ I f---\,, / (/' \ I ,__ __ \," ____ /, PROVIDE POWER FOR ROTARY GROUND LIF,-----.. RELOCATED FROM BAY B. COORDINATE EXACT LOCATION WITH MANUF ACTURE'S RECOMMENDATIONS AND CITY PROJECT MANAGER PROVIDE POWER MANUFACTURE'S RECOMMENDATIONS. CONNECT THE WIRE SIZE PER MANUFACTURER'S RECOMMENDATIONS AND HOMERUN TO TRANSFORMER "TX" IN ELECTRICAL ROOM. // "\ I I----'"-./ / ·"', I ,__ __ \"'--_,,,/ / ' I \ T/ -f---..u;M Hf-TER] / ' . . I I \._ / / ' I \ T/ - -db +42" ~~ +42" I +42" H~TERJ D _~1 --~L~,--_-~ D D D / ' . . I I \._ / (/ ' \ / • (L) -'\IL 'Lt._' D '1 x'· 2K'-/.,'\ ([) \'I.is.I\ s=r?VIC[ ,l\C CONTRACTOR SHALL PROVIDE: 1. PROVIDE ALL NEW RECEPTACLES AND TEL/DATA OUTLETS AS SHOWN AND CONNECT ALL NEW RECEPTACLES PER NEC CODE. 2. SWITCH FOR HALF HOT RECEPTACLES UNDER GANGED TOGETHER UNDER COMMON PLATE WITH LIGHT SWITCH(ES) FOR RESPECTIVE AREA. ------------,...___ "' \. / D D • PNL 'PB' ~ (E) PNL 'PA' l I I (E) PNL 'PAA' _____ LJO ____ _ ' ' -' ' \ i\ D I \ I \ 111 \\ r(N)TRANSFORMER 'TB' / '\ I I '· I ~,/ D • EXISTING ELECTRICAL ROOM: CONTRACTOR SHALL l, 1 I I I IJ SI RIH" I ICI'~ -'.J.A.-.'I) 'Iv''.-; ;H· ADD EXHAUST FAN, PROVIDE DISCONNECT AND DEDICATED CKT. TO PANEL COORDINATE WITH MECHANICAL DRAflNG FOR POWER AND CONTROL REQUIREMENTS. I /" ··,. I ', I I ' . "'-//' ✓----", i \ / ,----7 I I I I -~ D ) r $ D ----QlJ ED [ tt t t tt l qp / '\ ' I ~ / D -D -~-1" ' i \ / ~. ~ ~ D G~ LJAJ_Dfl-G~ ~ gj)_ ✓----", i \ e I. CONTRACTOR TO FIELD VERIFY ALL EXISTING ITEMS (RECEPTACLES, J-BOXES, WIRING, SWITCHES ETC.I AND RE-USE EXISTING ITEMS WHERE POSSIBLE. ANY DAMAGED OR NON OPERATING DEVICES SHALL BE REPLACED BY NEW. RECONNECT ANY DEVICE OR FIXTURE DISCONNECTED DUE TO DEMO TO MAINTAIN CONTINUITY OF CIRCUITRY. REFER TO AS-BUil T DRAWINGS FOR DEMO INSTRUCTUCTIONS. 2. ALL EXISTING DEVICES AND CIRCUITING SHOWN ON PLANS ARE AS PER AVAILABLE DESIGN DRAWINGS AND MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. CONTRACTOR TO FIELD COORDINATE THESE ITEMS TO MAINTAIN THE DESIGN SHOWN ON PLAN. 3. HALF-HOT RECEPTACLES SHOWN ON THIS PLAN SHALL BE SWITCHED BY A SWITCH PROVIDED GANGED WITH THE LIGHT SWITCH(ESI FOR THE SAME ROOM OR AREA. / -----j \ ' / • \ __ / /' '·\ \ j \ / \ . -~ ____ ,/ CONTRACTOR SHALL PROVIDE: 1. PROVIDE ALL NEW RECEPTACLES AND TEL/DATA OUTLETS AS SHOWN AND CONNECT ALL NEW RECEPTACLES PER NEC CODE. (.) z a: ::::i ~ ~ ~ z a: w w z ~ z w w > ~ 0 z z 09-18-15 PROGRESS SET 09-25-15 30X CD 08-17-17 CITY REVIEW 10-31-17 30,C,: DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 29 OF 32 395.5T.P.395.5T.P.395.5T.P.3/8"PER FT.(E) 3/8" PER FT.(E) 3/8"PER FT.395.5T.P.(E)38 6 . 5T.P.(E )395.5T. P .(E)395.5T.P.(E)395.5T.P.395.5T.P.395.5T.P.(E) HIGHROOF(E) LOWROOF(E) SKYLIGHT(4) HIGH ROOF3/8"PER FT.38 6 . 5 T. P .386.5T.P.(E) 3/8" PER FT.(E) 3/8" PER FT.(E) 3/8" PER FT. (E )38 6 . 5 T. P . (E )386.5T.P.(E)395.5T.P.(E )38 6 . 5T.P.135791113ABCD12468101213ABCDA.4A.4(E)RIDGE(N) LADDER(N) LADDER(N) OSHACOMPLIANT RAILING(N) LADDER(N) OSHACOMPLIANTROOF HATCH%1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:E-4.0'.'%64+%#.411(2.#05%#.' ÄNSPECIFIC NOTES -/ ' I, I '1/ I ---++-·-0 ,· 0 '---. / I \/ I \"-! ./ ---. )/ ·"', l'f------++-\"-._ / , __ ,,./ / /----~ . \ 1\ ___ ) / -, I, I '1/ / , / ~/ --/ -------"'----. I ( -"\ I CDflQ \ ·I '\2v~~ \ \ .--I \ /i""v1F-~ "' / ~ '-----/ --/ •, --.; /. ' /----~ . \ 1\ ___ ) /.,-~ . \ I \. / 0 •, • ' ' •, .-. • .• I •, " . ·-_----,--;., •. 0 •, 0 0 0 0 I c:i QI ~ • 0 ' 0 .,. -~--0 • IX I/ •, • I~ 6 0 ·-0 0 f--, ~--1 / ·. 'IX\IF~-. ~--IL___/ • ./ -~ CONNECTION ACCORDINGt~~CAL CONTRACTOR AND PROVIDE POWER /"-" -__ _J \ ', ' \ ___ / CD cooRDINA TE l',rn-t MEC . ' \ j .. , ,___ :0 0 / ·, ,C--,..e ,· . ·f'\ ·,, --. ------'( \, . ' \ / '--,/ •, • /~--....._,_ .-\ -\ ' j ---~D ·-I I I ~-/ ~-·-~ e /' . I ',\ ' -' I "--\ -· / I I cj z a: ::::i ~ ~ ~ z a: w w z ~ z w w > ~ 0 z z 09-18 15 PROGRESS SET 09-25 15 30X CD 08 17 17 CITY REVIEW 10-31-17 30,C,: DESIGN RFP MARK DATE DESCRIPTION PROJECT NO· DWG: . DRAWN BY: SHEET 30 OF 32 %1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:E-5.0SINGLE LINE DIAGRAMLIGHTING FIXTURE SCHEDULEINPUTMOUNTINGWATTSLAMPSVANO. TYPEVOLT.DESCRIPTIONSSYMBOLTYPEMANUFACTURE PART NUMBERREMARKSEXTERIORA ISi AE B I e I BE I • I BA I e I C 1-............;. I CE X EXT fO 2'X4' DIRECT /INDIRECT LED SAME AS TYPE "A" EXCEPT EMERGENCY WllH 90 MINUTE BATTERY BACK. 8' LED STRIP SAME AS TYPE "B" EXCEPT EMERGENCY MINUTE BATTERY BACK. 4' LED STRIP 4' LED WRAPAROUND SAME AS TYPE "C" EXCEPT EMERGENCY WllH 90 MINUTE BATTERY BACK. EXIT SIGN PROVIDE 90 MINUTE BATTERY BACK UP. SURFACE MOUNTED LED BUILT-IN OCCUPANCY SENSOR 277 42.2 277 -277 68 277 277 48 120/ 35 277 120/ _ 277 277 5 277 18 -42.2 ---68 48 34.9 --3 18 LED RECESSED LITHONIA #2VTL 4R 60L ADP EZ1 LP840 (0-10V DIMMING) --LED SUSPENDED LITHONIA #ZL 1 N L96 1 OOOLM MVOLT 40K BOCRI LITHONIA LED SUSPENDED ,ZL1N L48 4000LM MVOLT 40K BOCRI LED SURFACE --LED CEILING LED WALL LITHONIA ,STL4 40L LP840 LITHONIA LRP SERIES MATCH EXISTING BLDG. STANDARD SPEC BY OWNER/ARCH. I (E)MAIN SWBD. "MSDB" (E) IJTIUTY CO. l ------------, GENERAL NOTES A. ALL (E) EXISTING WORK SHOWIN IN LIGHT LINE WEIGHT, NEW AND DEMO WORK SHOWIN IN DARK LINE WEIGHT. B. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE FULLY RATED TO WITHSTAND lHE AVAILABLE FAULT CURRENT. SERIES RATING IS NOT ACCEPTABLE. C. SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN lHE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. THE MARKINGS SHALL INCLUDE THE DATIE THE FAULT CURRENT CALCULATION WAS PERFORMED AND BE OF SUFFICIENT DURABILITY TO WITHSTAND lHE ENVIRONMENT INVOLVIED. D. ANY MODIFICATIONS TO THE ELECTRICAL INSTALLATION THAT AFFECT THE MAXIMUM AVAILABLE FAULT CURRENT AT THE SERVICE SHALL BE VERIFIED OR RECALCULATIED AS NECESSARY TO ENSURE lHE SERVICE EQUIPMENT RA TINGS ARE SUFFICIENT FOR THE MAXIMUM AVAILABLE FAULT CURRENT OF lHE EQUIPMENT. THE REQUIRED FIELD MARKINGS SHALL BE ADJUSTED TO REFLECT THE NEW LEVIEL OF MAXIMUM AVAILABLE FAULT CURRENT. I (E) 225AF s° 225AS t, JP (E)277 / 480V,3¢,4W (E) ·, 30A 0' 3P (E) .,, 400A •" 3P -------/ -7 E. ALL SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, AND MOTOR CONTROL CENTERS SHALL BE MARKED TO INDICATE THE DEVICE OR EQUIPMENT WHERE THE POWER SUPPLY ORIGIN A TIES. 100A 3P F. PANELS AND SWITCHGEAR SHALL BE SIEMENS PRODUCTS OR EQUAL. , I (1 __ 0 __ _ // I / I --------~-_· l (L) PANEL lY 'LA' ,E; ,: _) AC-5 (=-", ·1~/,,\'-..'-Ck'l,/LU "/' ,. ' •,-J ' LI\ , '. 11) .SK\//'\. PANEL (F) N.T.S. FEEDER SCHEDULE -CU Three Wire Feeders PANEL 'PAA' (F) *Quantity of hot and neutral conductors in each conduit. Feeder Tag Conduit Conductors Qty Size *Qty Size GND I 023 I 1 ea 3/4" 3 ea 12 12 I 033 I 1 ea 3/4" 3 ea 10 10 I 043 I 1 ea 1" 3 ea 8 10 I 053 I 1 ea 11/4" 3 ea 6 10 I 063 I 1 ea 11/4" 3 ea 4 10 I 073 I 1 ea 11/4" 3 ea 4 8 I 083 I 1 ea 11/2" 3 ea 2 8 I 093 I 1 ea 11/2" 3 ea 2 8 104 L=10' PANEL 'LB' 093 L=10' ' ' 45KVA XFMR 'TB' ' [\ 480V-120/208V,3¢,4W L=5'1154S 3/4"C-1#6 -TO BLDG. STEEL 150A/3P 'CB' PANEL 'PB' L=20~~ ---NEW L ____ ~ ___ _J FEEDER SCHEDULE -CU FEEDER SCHEDULE -CU Four Wire Feeders Four Wire Feeders -Separately Derived System *Quantity of hot and neutral conductors in each conduit. *Quantity of hot and neutral conductors in each conduit. Feeder Tag Conduit Conductors Feeder Tag Conduit Conductors Qty Size *Qty Size GND Qty Size *Qty Size GND I 024 I 1 ea 3/4" 4 ea 12 12 I 024S I 1 ea 3/4" 4 ea 12 8 I 034 I 1 ea 3/4" 4 ea 10 10 I 034S I 1 ea 3/4" 4 ea 10 8 I 044 I 1 ea 1" 4 ea 8 10 I 044S I 1 ea 1" 4 ea 8 8 I 054 I 1 ea 11/4" 4 ea 6 10 I 054S I 1 ea 11/4" 4 ea 6 8 I 064 I 1 ea 11/4" 4 ea 4 10 I 064S I 1 ea 11/4" 4 ea 4 8 I 074 I 1 ea 11/4" 4 ea 4 8 I 074S I 1 ea 11/4" 4 ea 4 8 I 084 I 1 ea 11/2" 4 ea 2 8 I 0845 I 1 ea 11/2" 4 ea 2 8 I 094 I 1 ea 11/2" 4 ea 2 8 I 0945 I 1 ea 11/2" 4 ea 2 8 I 104 I 1 ea 2" 4 ea 1 8 I 104S I 1 ea 2" 4 ea 1 6 I 1145 I 1 ea 2" 4 ea 1 6 I 1245 I 1 ea 2" 4 ea 1 6 I 1545 I 1 ea 2" 4 ea 1/0 6 (.) z a: ::::i ~ CJ CJ z cc w w z CJ z w II w > ~ • I 0 z z --09-18-15 PROGRESS SET 09-25-15 30~ CD 08-17-17 CITY REVIEW 10-31-17 30'1: DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 31 OF 32 %1057.6+0)'0)+0''45 H V G OCKP"KGIGPIEQO Y YYYKGIGPIEQO &CXKFUQP&TKXG PF(NQQT /QPVGTG[2CTM %CNKHQTPKCCITY OFCARLSBADFLEETMAINTENANCEREFURBISHMENT2480 Impala DrCarlsbad, CA92010BridgingDocuments forBuildingImprovementsPACIFIC ARCHITECTURE & ENGINEERING, INC 2447 Pacific Coast Highway, #218 Hermosa Beach, CA 90254 (310)698-8711 info@pacific-ae.comPA4714811-4BPROJECT MANAGERDATEREVIEWED BY:E-6.0/ I 2 PRIMARY DAYLIT ZONE nCU PDT 9 l!JB IJESCR1PTION: r.AT 5E PATCH r.Alll PLENUM RAlED (M'ICAL) > nUGHT OCCUPANCY SENSOR DUAL lECH STA/'lllRO RANGE 3SO' C~LING MOUNT BUS POWEREO • nPP20 ~"'~ DESCRIPTION: #14 IIIIG/9'1, #12 I/JIG~, OR LARGER CLA'lS 1 111RING / I I r+-+-0:WE: TO SWITCHED 1LOAD---+-----i L3] \ :WE 1~---+------1 !ill LACK--+-~ ~~r--}No CCNIROUm WAil. =ACI.E OESCRIPOON: SPLJT WRE OLIPI.EX SHOWN nLIGHT 20A PCWER PACK FOR RECEPTACLE LOAD(S) WITH )!i" KO REQUIRES 120YAC CHECI< POWER PL.INS FOR lYPE AND Q1Y (NON-nUGHT DEVICE; B'I' OTHERS) , ' ' -• #14 IIJIG/9(!, #12 IIIIG/7fl, OR LARGER ClASS 1 Wl~NG I / 18 1111G Cl.ASS 1 OR 2 WIRING ·, ~.1 •• cr,,r..o~ij : JN~~~ 1126/Ac'~ \ :;_LIE: LINE OUT TO LOAD ___ RAY: DIM+ ~-----tt-------'IIOLET: DIM-lfflLII DESCRIPTION: nUGHT 16" POWER PACK WITH 0-lOVOC Dlt.t.ttlG 11TH )!i" KO REQUIRES 12<NAC/277VAC 0 nCWHnl\l IJESC~PTION: l'ILIGHT INDOOR PHOTOCELL OOLING MOUNT; OLIAL ZONE CAPABLE BUS POWERED • r----<DTO BRIDGE PORT (IF 1£1WORKEO) ~ • nf'OIN QX DESC~POON: nLIGHT ON/OFF /IWSE/LOIIER SWITCH BUS POWERED ~----------------------------/ ' I 1 TYPICAL OFFICE WITH DAYLIGHTING USING nLIGHT POWER PACKS REFER TO PLANS FOR TYPES AND QUANTITIES T24 2016 COMPLIANT SEQUENCE OF OPERATION: 1. OCCUPANCY SENSOR PROVIDES AUTOMATIC PARTIAL ON AND FULL OFF OF LIGHTS, AND AUTOMATIC ON/OFF OF CONTROLLED RECEPTACLES BASED ON ROOM OCCUPANCY ( USE DEFAULT TIME DELAY FOR OCCUPANCY SENSOR) 2. PHOTOCELL SHALL AUTOMATICALLY REDUCE GENERAL LIGHTING BASED ON DAYLIGHT TO MAINTAIN DESIGN ILLUMINANCE. 3. nPODM DX SWITCH PROVIDES MANUAL OVERRIDE OF THE LIGHTS: ON/OFF/RAISE/LOWER PRIMARY DAYLIT ZONE nCM PDT 9 Roll DESCRIPTION: CAT 5E PATCH CAll.E Pl.OUM RATED (IYP&IL) nUGHT OCCUPANCY SENSOR DUAL TECH STANDARD RANGE 360' CEILING MOUNT BUS POWERED CNQ nPP20 PL -DESCR1PTION: #14 /IIIG/9'1, #12 I/JIG~, OR LARGER ClASS 1 WIRING / I / I 1-+--t--BLUE: TO SWITCHEO 'LOAIJ---+----j ~ LUE ~---+---1 I \ B""K:---+--~1 r,_, = ~~I .J!,ND ~E IN 120VAC• CONIROUID WAil. =ACI.E DESC~PTION: SPLJT WIRE OLIPI.EX SHOWN ' nLIGHT 20A PCWER PACK FOR RECEPTACLE LOAD(S) WITH )!i" KO REQUIRES 120VAC CHECK POWER PL.INS FOR lYPE AND Q1Y (NON-nLIGHT DE'l1CE; BY OTHERS) -• D #14 AWG/9'1, #12 IIIIG/7fl, OR LARGER CLA'lS 1 WRING I \ I 11E: LINE OUT TO LOAD RAY: DIM+ :DN--DESCRIPTION: nl.DfT 16" POWER PACI< Vt1TH 0-1<MlC DIM .. NG WITH )!i" KO REQUIRES 12<NAC/27NAC D #14 AWG/9'1, #12 IIIIG/7fl, OR LARGER CLA'lS 1 lli~NG / 18 1111G / ClASS 1 OR 2 lli~NG •. ~N1~~ (r,,e"OllANGEl 1H-+--+---1!WE: LIIE IN 12ov,c'/f 1N1' BLACKJ \ LUE: LINE our m LOAD :t: DIM+ OLET: ~M-DESC~PTION: nUGHT 16A POWER PACK 111TH 0-10WC ~MMING WIIH )!" KO REQUIRES 12""AC/277VAC TYPICAL OFFICE WITH DAYLIGHTING USING nLIGHT POWER PACKS ( 2 LIGHTING ZONES: GENERAL AND ACCENl) REFER TO PLANS FOR TYPES AND QUANTITIES T24 2016 COMPLIANT SEQUENCE OF OPERATION: 1. OCCUPANCY SENSOR PROVIDES AUTOMATIC PARTIAL ON AND FULL OFF OF LIGHTS, AND AUTOMATIC ON/OFF OF CONTROLLED RECEPTACLES BASED ON ROOM OCCUPANCY ( USE DEFAULT TIME DELAY FOR OCCUPANCY SENSOR) 2. PHOTOCELL SHALL AUTOMATICALLY REDUCE GENERAL LIGHTING BASED ON DAYLIGHT TO MAINTAIN DESIGN ILLUMINANCE. 3. nPODM 2P DX SWITCH PROVIDES MANUAL OVERRIDE OF THE LIGHTS: ON/OFF/RAISE/LOWER I Q DESCRIPOON: nl.lGHT INDOOR PHOTOCB.1 OOLING MOUNT; DUii. ZONE CAPABLE BUS PCWEREO TO B-PORT ,---,[I] (IF NEIWORKEO) i • nPODM 2P DX DESC~PTION: nllGHT ON/OFF/IWSE/LOWER 2-ZONE SWITCH BUS PCWERED () z C: ::) 0 a: CJ CJ z a: w e w z CJ z w •• w > !;i: > • I 0 z z 09-18-15 PROGRESS SET 09-25-15 30:rr: CD 08-17-17 CITY REVIEW 10-31-17 JQ,i,: DESIGN RFP MARK DATE DESCRIPTION PROJECT NO: DWG: DRAWN BY: SHEET 32 OF 32