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Home My WebLink About1._RFP_Addenda_1-6PROJECT: Request for Proposals City of Atascadero New and Renovated Public Safety Facilities Atascadero, CA ____________________________________________________________________________ The following represents additions, deletions, and revisions to the “Design-Build Request for Proposals” dated August 26, 2024, for the above-referenced project. It is the responsibility of the Design-Build Entities to submit the information contained in this addendum to all subcontractors and suppliers. The Proposer shall acknowledge receipt of the addendum in their formal RFP response. Item #1 – Questions: 1. Can you provide an updated Master Schedule as the dates within the original RFQ have changed. Response: Per the preproposal meeting the updated schedule is: a. First Confidential Meeting – 9/8/24 b. Second Confidential Meeting – Week of 10/7/24 c. Last Day for Questions – 10/14/24 d. Proposals Due – 10/21/24 e. Presentation of Proposal – 10/28/24 f. City Council Approval and Notice to Proceed – December 2024 2. Are we responsible for any relocation of existing operations, specifically office fixtures, furnishings, and equipment to vacate the locations to accommodate new construction? If so, please provide specifics of what is required, and where it will be relocated. Similarly, are these costs to be incorporated into this projects budget? Response: The City intends to vacate the existing facilities prior to construction, including any fixtures, furnishings, or equipment they intend to re-use. 3. If it is determined required that the existing Police Station communications center and evidence warehouse need to be relocated during construction, are the cost associated with relocating those facilities to be included in this project? If so, provide location of proposed relocation which is presumed to be offsite, as well as existing building information such as floor plan, power, HVAC, etc. so that we can plan accordingly. Response: If the Police communications center and evidence processing/warehouse need to be moved for construction the City will relocate these facilities at City cost. ADDENDUM NO. 01 ISSUE DATE: September 9, 2024 RFP Addenda 1 through 6 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE City of Atascadero New and Renovated Public Safety Facilities RFP Addendum No. 01 Page 2 4. Conceptual Project Budgeting is referenced in the RFP, can this be provided for reference? Response: Conceptual budgeting is based on recent similar projects and includes approximately $1,000/SF for new construction, $500/SF for renovations, and $500/SF for non-essential services new buildings such as the Auxiliary Building at Fire Station No. 1 and the Wellness Building at Fire Station No. 2. 5. There is no indication to a phased construction approach, are we able to take down both Fire Stations, or is there a requirement that one remains fully operational? Response: The DBE may use whatever construction phasing is most efficient and cost effective. The City intends to vacate the current Fire Station No. 1 and the majority of the Police Station prior to start of construction. The City intends to vacate Fire Station No. 2 as needed for construction by locating a trailer on site for the fire fighters and parking the fire engines outdoors on the site. Locations of the trailer and vehicle parking will be coordinated with the DBE. 6. If we can take down both fire stations, are we responsible for temporary relocation of the units? If so, what is the location and scope of work we are to provide. Response: The City will be responsible for temporary facilities. 7. Throughout various specification sections there is reference to “owner-furnished”, although there is no further known reference to such items. Please provide a detailed and specific list of what items are to be Owner Furnished Owner Installed (OFOI) and Owner Furnished Contractor Installed (OFCI). Response: The list of OFCI, OFOI, and CFCI items will be issued in a future addendum. 8. Is the Design Build Entity responsible for Builder’s Risk/All Risk/Course of Construction Insurance? If the Owner is to provide, provide limits for deductibles. Response: The Design Build Entity is responsible insurance for the project. Item #2 – Information and Communication Technology Basis of Design: Find attached: 1. New Fire Station No. 1, Fire Headquarters, Emergency Operations Center Basis of Design Narrative for Information and Communication Technology. 2. Renovated Fire Station No. 2 Basis of Design Narrative for Information and Communication Technology. 3. Renovated Police Station Basis of Design Narrative for Information and Communication Technology. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE City of Atascadero New and Renovated Public Safety Facilities RFP Addendum No. 01 Page 3 Item #3 – Existing Conditions: Find Attached: 1. Partial set of scanned as-built drawings for Fire Station No. 2. Note the interior layout does not match the current layout. END OF ADDENDUM NO. 01 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE GLUMAC.CO REV.0 Atascadero Public Safety Facility New Fire Headquarters Facility BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY Prepared For TEN OVER STUDIO Prepared By GLUMAC 100 Montgomery St. San Francisco, CA Date Issued 09/06/2024 Glumac Project Number 24US00228 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM INFORMATION & COMMUNICATION TECHNOLOGY (ICT) SYSTEMS GENERAL Applicable Codes and Standards This section of the report is intended to define the standards, criteria and assumptions used for the design, documentation and specification of an information and communication technologies (ICT) systems infrastructure. INFRASTRUCTURE Utility Service, Distribution and Equipment A. PRIMARY TELECOMMUNICATIONS SERVICE ENTRANCE FACILITIES 1. To connect the building to the various telecommunication service providers (TSPs), Internet Service Providers (ISP) and Mobile Telecommunication Service Providers (MTSPs) available in the area, a minimum of one communication utility vault shall be provided at the property line(s) under or near the sidewalk adjacent to the building]. The utility vault may be referred to as the ‘meet-me’ vault. A second meet-me vault shall be provided on the opposite side of the building to provide route redundancy. 2. To connect the building to the various network centers on the campus, a minimum of one communication utility vault shall be provided at the property line(s) under or near the sidewalk adjacent to the building. The utility vault or handhold may be referred to as the ‘meet-me’ vault. A second meet- me vault shall be provided on the opposite side of the building to provide route redundancy. 3. A minimum of four 4-inch conduits shall be provided from the meet-me vault(s) into the telecommunication service entrance room (TSER), Main Telecommunications Room (MTR) room or main communication room on level 1 of the building. 4. Meetings will be held between the TSPs, ISPs, MSPs and the City of Atascadero with the telecommunications design consultant to discuss expectations for services, methods for providing fault tolerant services (alternate routes, multiple serving central offices), levels of design and installation responsibility, building logistics, phasing and schedule, how they will connect their facilities to the meet- me vault and into the building, and the location of their demarcation point/service hand-off. The Owner will directly contract with those services providers for communications services. B. SITE COMMUNICATION CONDUITS 1. The incoming communications conduits shall slope away from the building. 2. The conduits shall be corrosion resistant rigid steel or Schedule 40 PVC. 3. Lateral bends shall be sweeping with a minimum bend radius of 24-inches, no short radius bends shall be allowed. Where nonmetallic conduits are used for straight runs, bends shall be rigid corrosion resistant galvanized steel or shall be concrete encased. Rigid steel sleeves shall be provided where conduits penetrate the building and/or are under building slab and not encased in concrete. Conduits from this point to the TSER, MPOE or MDF room shall be galvanized metallic wrapped in corrosion resistant externally applied commercial wrap. 4. Conduit ends shall be reamed and brushed. 5. Metal conduits shall extend through foundation walls to undisturbed earth to prevent shearing. 6. Pulling points (communication vaults or hand holes) shall be provided in the conduits after the functional equivalent of 180 degrees of bends in the conduits, or after 500-feet of run. The topology, access, building location and conduit run length shall be factored into the location of pulling access points to facilitate the use trucks and mechanical winches. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM 7. Conduits shall be provided with a minimum depth of 24-inches. 8. Conduits routed below non-vehicular areas shall be encased in control density fill (CDF) material. 9. Conduits routed below vehicular roadways shall be encased in concrete with a minimum rating of 2,500 PSI. 10. A 4” 3-cell fabric innerduct shall be installed in at least one conduit in each route. Innerducts shall be tied off to structure in each vault/hand hole or room. 11. A pull cord with a minimum of 600-pounds pulling strength shall be provided in each conduit or innerduct. 12. A detectable warning tape shall be provided 12-inches below grade above communication conduits. 13. Communications conduits shall be separated from adjacent utilities at the following minimum distances: a. Power and other foreign conduit: 3-inches in concrete, 4-inches in masonry, and 12-inches in earth. b. Pipes (steam, oil, water, gas, etc.): 12-inches when crossing, 12-inches when parallel. c. When crossing electrical conduits, cross at right angles only. 14. Communication conduits placed in shared trench shall be placed above any other conduits or utilities and maintain minimum depth of 24” and minimum separation from electrical conduits of 12”. 15. The following criteria should be applied to the vault design: a. Communications vaults shall not allow the installation of electrical cables. b. Round vault access ports shall accept an industry standard 36-inch diameter cast iron cover with “COMM” or "SIGNAL" cased into their exposed face of covers. c. Covers shall be lockable. d. Cast iron vault collars with a minimum height of 12-inches and a maximum height of 36-inches shall be provided. A Butyl seal shall be provided between the vault sections and the collar. e. When installed in vehicular roadways, covers shall be capable of supporting H20 vehicular traffic loads. f. When installed in paved areas, covers shall be set flush with finished grade. When installed in unpaved areas, covers shall be set 2-inches above finished grade, with surrounding soil regraded in a smooth slope extending at least 3-feet from the covered pulling eyes. g. Vaults shall be provided with a permanent ladder, bonding inserts, struts for cable racking and sump pits with gratings. Hardware shall be galvanized. h. End bells shall be provided on conduits. i. Conduits shall enter a vault on opposite ends. j. A 3/4-inch diameter copper ground rod shall be provided in each vault. Ground rod shall be set in place with a minimum of 6-inches remaining above the floor. 16. The following criteria should be applied to the hand hold design: a. Communications handholds shall not allow the installation of electrical cables. b. Rectangular access ports shall have a hinged iron top panel with “COMM”, or "SIGNAL" cased into their exposed face of covers. c. Covers shall be lockable. d. When installed in vehicular roadways, covers shall be capable of supporting H20 vehicular traffic loads. e. Hand holes shall be provided with bonding inserts and struts for cable racking. Hardware shall be galvanized. f. Conduits shall enter a vault on opposite ends. g. A 3/4-inch diameter copper ground rod shall be provided in each vault and hand hole. Ground rod shall be set in place with a minimum of 6-inches remaining above the floor. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM C. SECONDARY TELECOMMUNICATIONS SERVICE ENTRANCE FACILITIES 1. To support the installation of radio frequency antenna-based communications systems installed on the roof of the building, a minimum of two 4-inch conduits shall be provided from the identified antenna mount location on the roof to the communication room on the upper floor 1. The exact location will be based on the availability of clear rooftop area and directional-antenna line-of-sight to the target radio tower. 2. The Telecommunications consultant will coordinate with the Architect and Radio Systems contractor to provide infrastructure pathways, grounding, and data ports on the telecommunications drawings for radio systems designed by the contractor. 3. Meetings will be held with the Public Safety Authorities Having Jurisdiction (PS-AHJs), to discuss expectations for services, system performance, building logistics, phasing and schedule, and to identify and confirm their requirements and code requirements for infrastructure and systems to support an emergency response radio communication system (ERRCS) for use inside of the building. D. COMMUNICATION EQUIPMENT ROOMS 1. An EF or MTR room shall be provided and support the initial and long-term installation of: a. TSP and MSTP provided equipment racks and equipment. b. TSP and MSTP provided service entrance cables, cable termination and demarcation equipment. 2. TSP and MSTP provided uninterruptable power supply units (UPS) and batteries. 3. A main telecommunication room shall be provided and support the initial and long-term installation of a. 4-post racks or cabinets to support the building’s network equipment including optical line terminals (OLTs) and the enterprise network equipment. b. 2-post equipment racks and equipment cabinets to support communication backbone cable and associated termination devices as needed. c. Generator backed-up and rack mounted UPS to support the equipment installed within the room. d. Rack mounted power distribution units (PDU’s) Owner provided e. In-room cooling units. 4. A server room will be provided on level 1 and will support the installation of: a. 4-post equipment racks. b. Equipment cabinets. c. Communication cable termination devices. d. Radio Systems Head-end equipment e. Network equipment. f. Application servers and information storage devices. 5. Rack mounted PDU’s. Owner provided E. COMMUNICATION EQUIPMENT ROOM FIT OUT 1. Rooms shall be located away from potential sources of electromechanical interference (EMI) and be located so that they are not susceptible to flooding from sources inside or outside the building. Wet pipes not required to support the systems located within the room shall be routed around the rooms. 2. Walls shall have slab-to-slab construction to facilitate the outfitting of the rooms for environmental conditioning and fire protection/isolation. Wall penetrations shall be sealed to prevent the passage of smoke and fire. Walls shall be: a. 2-hour fire rated for the EF or MTR, server, and main communication rooms. 3. A suspended ceiling shall not be provided within the rooms. 4. Rooms will be provided with wet pipe fire suppression system re settable sprinkler heads. Sprinkler heads in all rooms shall be turned upward and shall be provided with cages. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM 5. Walls shall be provided with 3/4" fire rated A/C plywood on designated walls installed 6” above finished floor (AFF). Finishes in the room shall be light in color to enhance lighting. Plywood and paint shall be applied before the installation of cable and equipment Leaving fire rating stamps unpainted. 6. Concrete floors and walls shall be sealed to eliminate dust and covered with anti-static flooring 7. Lockable doors of at least 36” wide by 90” high shall be provided. Card readers shall be provided on the corridor side to control and record access to the rooms. 8. Environmental conditioning shall be provided on a 24 hour a day, 7 day a week basis. Environmental limits for the rooms shall be 64 degrees to 81 degrees F with a maximum 70% relative humidity, non- condensing. Positive pressure shall be maintained within the room, with a minimum of one air change per hour. System air returns shall have filters. System sensors and controls shall be located within each room wall mounted at 60” AFF. 9. Lighting levels shall be a minimum of 50-foot candles maintained at 36 “AFF. 10. Power circuit requirements for the rooms shall be based on equipment lists provided by the City of Atascadero. At a minimum, two circuits shall be provided at each equipment rack or equipment cabinet. For initial planning, assume: 1. 5.000 watts for the EF or MTR room. 2. 4,000 to 5,000 watts per equipment rack in the main communication room. 3. 5,000 to 7,500 watts per equipment rack in the Server room. 11. Circuits shall be brought to the equipment racks and cabinets overhead stubbing the branch conduits down and attaching them to the cable tray installed above the equipment racks and cabinets with the receptacle facing to the rear of the rack or cabinet. System enclosures mounted on the walls shall be provided with dedicated circuits. A dedicated power panel shall be provided wit in the rooms to support the ICT system loads in the rooms and may located over third floor. 12. In addition to outlets dedicated to system equipment, electrical convenience outlets (120V, 20A, duplex, U-ground) shall be provided on each wall of the rooms. All branch circuiting shall include a ground wire from the distribution panel's ground busbar to all electrical outlets in the room. The outlets shall be used for testing equipment and power tools only, and not for network/system equipment. 13. Lighting luminaires, motors, air handling units, etc. shall not be powered from the same electrical distribution panel as the system equipment in the rooms. Electrical transformers shall not be located within the rooms. 14. A solid copper bonding busbar shall be provided in each room, for signal ground connections. The ground busbars shall be bonded to the appropriate ground conductor, as described herein. F. COMMUNICATION CABLE PATHWAY SYSTEM 1. Cable pathways system shall be: a. Compliant with ESA/ASCE seismic (zone 4) requirements. b. Designed to provide the capacity and capability to install high performance unshielded twisted pair and optical fiber cables to support the initial and subsequent requirements of the building. c. Coordinated with other building services (electrical, mechanical, plumbing, etc.) for proper clearances and accessibility. d. Designed to accommodate cable changes as well as minimize building occupant disruption when such pathways and spaces are accessed. e. Coordinated with the electrical distribution system to maintain a minimum separation of: 1) 48” from motors or transformers. 2) 12’ between parallel runs of communication and electrical cabling. 3) 5” from luminaires. 2. Where 12” separation is not possible, the communication cabling shall be separated from electrical cables by a ferrous material to minimize potential interference. 3. Where electrical and communication cabling cross, it shall be at right angles only. 4. The cable pathway system shall include the following: Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM a. A minimum of two 4” conduits between the EF or MTR room and the main communication server room. b. 4” fire rated sleeves shall be provided in the side wall of communication rooms if the ceiling outside of the rooms are accessible to support the routing of communication and device cables. c. Conduit shall be provided in the side walls of communication rooms to zoned distribution pull boxes if the ceilings outside of the room are non-accessible to support the routing of communication and device cables. d. 12” wide and 18” wide cable-runway (ladder type cable tray) shall be provided in the ceiling areas of the communication rooms to support the routing of cables within the rooms. Runway dropouts will be provided above the equipment racks and cabinets to support the routing cabling of cables into the equipment racks and cabinets. e. 9”, 12” and 18” basket type cable trays shall be provided in the accessible ceiling areas of the floors to support the routing of workstation and device cables. f. J-hooks shall be provided in the accessible ceiling spaces to support the distribution of communication and device cables. g. Wall mounted communications outlets shall be provided with a minimum 5” standard (4-11/16” x 4- 11/16” x 2-1/8”) back box at the bottom of a minimum 1“conduit stubbed up to an accessible ceiling area. h. Wall mounted telephone outlets (+48” AFF) shall be provided with a 5S box with single gang mud- ring at the bottom of a 3/4“ conduit stubbed up to an accessible ceiling area. i. Ceiling mounted communications outlets and devices shall be provided with a 5S 3-1/4” deep junction box with 1 1-1/4-inch conduit routed back to cable tray or communication room. A spanner bar secured to the ceiling T-Bar shall be provided the back box is installed in an accessible ceiling area. j. Floor boxes and or poke through devices serving workstations, open plan furniture/tables and lecterns shall be provided with a minimum 1-1/4” conduit run to an accessible ceiling area for network connections and a second conduit for audiovisual connections. Conduits for audiovisual connections shall be routed to the head wall of the room. k. Pull boxes will be provided where the run of conduit exceeds 100’ or there are more than 180 degrees of bends. CONDUIT TRADE SIZE (INCHES) WIDTH (INCHES) LENGTH (INCHES) DEPTH (INCHES) INCREASES PULL BOX WIDTH FOR ADDITIONAL CONDUIT (INCHES) 1 or less 4 16 3 2 1-1/4 6 20 3 3 1-1/2 8 27 4 4 2 8 30 4 5 2-1/2 10 30 5 6 3 12 30 5 6 3-1/2 12 30 6 6 4 15 30 8 8 l. Compression type fitting shall be provided for conduits connection. m. Conduit end shall be provided with a bushing. n. Conduits shall be bonded to ground. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM G. STRUCTURED COMMUNICATIONS CABLING SYSTEM 1. The communications cabling system shall be designed to conform to the requirements of TIA-568B, Commercial Building Telecommunications Cabling Standard. 2. In conformance with the above referenced standard, the communications cabling system shall be designed in a hierarchical star topology, with all cables meeting or exceeding the mechanical and performance requirements of Section 10 of the standard. 3. Backbone System Cable: a. At a minimum, a 50-pair category 3 UTP cable shall be provided in the main communication room terminated onto solid state protectors with 110 input/output blocks at each end. Cables will be handed off onto 8-pin modular patch panels terminated 1-pair per port. b. At a minimum, a pre-terminated 24-strand OS2 single-mode optical fiber cable shall be provided between network center in the building and the main communication room to support network services. Cable shall be terminated with duplex LC connectors mounted into rack mounted patch panels at each end. 4. Horizontal System Cable: a. 4-pair unshielded category 6A, plenum rated cables shall be provided between the serving communication room and the following communication outlets or devices: 1) Public Lobby Fire Department Reception – 4 cables 2) Training Room and Emergency Operations Center a) Monitors in room – 2 cables per monitor b) Projector – 2 cables. c) AV cabinet – 4 cables. d) Podium – 2 cables. e) Floor boxes – 8 cables per floor box. f) Wireless Access Point- 2 cables. 3) Executive and Policy Room g) Monitor – 2cables. h) Floor Boxes – 2 cables per floor box. i) Wireless Access Point- 2 cables. 4) Breakout Room a) Monitor – 2cables. b) Floor Boxes – 2 cables per floor box. c) Wireless Access Point- 2 cables 5) CPR Training – 2 cables 6) Server Room – 4 cables for work bench. 7) Break Room – 2 cables above counter. 8) Work Room. a) Fax – 2 cables b) Printer – 2 cables c) Work Counter - 2 cables above counter d) Copier – 2 cables 9) Quiet Room – 2 cables 10) Electrical Room – 4 cables 11) Fire Chief Office. a) Wall Monitor – 2 cables b) Desk – 4 cables. 12) Battalion Chief Office. a) Wall Monitor – 2 cables. b) Desk – 4 cables. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM 13) Administrative Executive Reception - 4 cables 14) Fire Marshal – 4 cables a) Wall Monitor – 2 cables. b) Desk – 4 cables. 15) Operations BC – 4 cables a) Wall Monitor – 2 cables. b) Desk – 4 cables. 16) Fire Inspector – 2 cables 17) Battalion Chief and Captain Office a) Desks – 2 cables per desk b) Outlet between desks – 2 cables 18) Watch Office – 12 cables spread evenly around room a) Wall Monitor – 2 cables. b) Desk – 4 cables at each position 19) Apparatus Bays- outlets for equipment to be confirmed. 20) Back-In Apparatus Bays - outlets for equipment to be confirmed. 21) Workshop - outlets for equipment to be confirmed. 22) Radio and Charging Alcove – 4 cables. 23) Medical Supply – 4 cables 24) Kitchen / Dining / Dayroom- a) TV – 2 cables behind TV b) Wall Phone – 1 cable 25) Bunk Room – 2 cables above desk 26) Wellness Center a) outlets for equipment to be confirmed 27) Mechanical Room outlets for equipment to be confirmed 28) Fire Alarm control panels - 1 cable. 29) Building management system (BMS) control panels - 1 cable. 30) Energy management system (EMS) control panels - 1 cable. 31) Lighting control panels - 1 cable. 32) Irrigation controller panels. b. 4-pair unshielded category 6A, plenum rated cables shall be provided between the serving communication room and the following communication outlets or devices 28) Wireless access point (WAP) outlets - 2 cables. c. A 4-pair unshielded category 6A, plenum rated cables shall be provided between the serving media distribution unit and the in-room communication outlets and devices. d. 4-pair cables shall be terminated with 8-pin modular connectors at the workstation/device locations and onto rack mounted 8-pin modular patch panels in the communication rooms. e. Single-mode cables shall be pre- terminated with LC connectors at each end. f. Connection between horizontal termination fields and tie fields, and from patch panels to equipment ports shall be made using pre-manufactured patch cords. g. Non-structured cable system cable shall be provided to support: 28) Audiovisual system signal devices. 29) Distributed antenna devices. 30) Electronic security system devices. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM H. UNIFORM TELECOMMUNICATIONS GROUNDING SYSTEM 1. A uniform telecommunications grounding and bonding system shall be provided in accordance with TIA- 607 standard Generic Telecommunications Bonding and Grounding for Customer Premises. This system shall be designed in conjunction with the electrical power grounding system. The following guidelines are provided for the design of the system. 2. The telecommunications grounding backbone shall consist of solid copper busbar and copper conductors interconnected in the following manner: a. Main electrical ground to the primary bonding busbar (PBB) located in the main communication room. b. The PBB to a secondary bonding busbars SBB installed in the other communication rooms. c. The primary and secondary bonding busbars to the nearest point of grounding building steel. d. The bonding busbars bonded to the panel board’s alternating current equipment ground (ACEG) service the communication rooms. e. The bonding busbars bonded to equipment racks, equipment cabinets and enclosures installed with the communication rooms. f. The bonding busbars bonded to the metallic conduits entering the communication rooms. g. The bonding busbars bonded to the cable trays installed within the communication rooms. 3. The PBB shall be pre-drilled, a minimum of 1/2" thick, 4” wide solid copper bar, electrotin plated, and insulated from their supports by a 2” separation. 4. The SBBs shall be pre-drilled for double lugs attachment, a minimum of 1/4" thick, 2” wide solid copper bar, electrotin plated, and insulated from their supports by a 2-inch separation. 5. The bonding conductor jacket shall be green in color or marked appropriately and installed in continuous lengths. 6. Bonding conductor linear length & size (feet - AWG): a. Less than 13 6 b. 14-20 4 c. 21-26 3 d. 27-33 2 e. 34-41 1 f. 42-52 1/0 g. 53-66 2/0 h. 67-84 3/0 i. 85-105 4/0 I. PATHWAYS, SPACE AND MEDIA IDENTIFICATION 1. An identification system based on an Owner provided schema shall be applied to uniquely identify each: a. Equipment rack. b. Equipment cabinet. c. Wall mounted enclosure. d. Consolidation point enclosure. e. Cable termination device. f. Communication outlet/faceplate. g. Media distribution unit. h. ICT system device. 2. Communication cables at each end. 3. Communication cables passing through utility vaults and hand holds. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM ICT SYSTEMS A. NETWORK SWITCHES AND ROUTERS (OWNER PROVIDED) B. TELEPHONY SYSTEM (OWNER PROVIDED) C. WIRELESS NETWORK 1. Wireless access points (WAPs) shall be shown diagrammatically based on service radius measurements within the construction documents. The contractor will provide a predictive model of the radio frequency (RF) spectrum of the WAPs, other deployed RF devices, the building design logistics, and the building and manufacturers recommendations to determine final locations and quantities. WAPs shall be installed by the Contractor. 2. Rough in consisting of cable, RF transparent enclosures, conduits and back boxes shall be provided based on: a. One access point for every 20 people in an instructional room, collaboration room or assembly space. b. One access point per 900-1,200 square feet of space with a serving radius of 30-40 feet. D. TELEVISION CHANNEL DISTRIBUTION 1. A community antenna television CATV system shall be provided based on calculations for reception signal strength to TV locations. 2. Rough in consisting of coaxial cable, splitters, couplers, amplifiers, conduits, and back boxes shall be provided to the following locations: a. Lobbies. b. Conference rooms. c. Additional rooms designated in the Room Data Sheets. 3. An Internet protocol-based television (IPTV) may be offered in lieu of the coaxial based with signal transported over the building network, using the structured cable system from streaming services. 4. The Owner shall contract with TV Service Provider(s) to order services. E. FIRE ALERTING AND SPEAKERS 1. An overhead speaker system for the fire alerting system shall be provided. Speakers, fire alerting equipment and radio antennas shall build from the existing system 2. Rough in consisting of conduits, back boxes (in plenum areas), and network cables shall be provided for speakers, fire alerting equipment, and antennas 3. Fire alerting equipment shall be in the server room 4. Fire alerting antennas shall be on the roof 5. Speakers shall be provided in all rooms in all spaces in the Fire Station, Auxiliary Building, and Fire Administration Offices F. ELECTRONIC SECURITY SYSTEM 1. A unified electronic security system (ESS) shall be provided for the building and will consist of Video Management, Physical Access Control, Intrusion Detection & Duress, Security Intercoms. 2. The ESS will be fully unified and integrated with commercially available off-the-shelf platform management software licenses. No proprietary or custom software will be allowed. 3. The system shall have a map based graphic user interface using architectural floor plans showing device types and device identification with quick access to device control. 4. Access to and functional ability within each system shall be based on credentialed/permissioned base programming. 5. An ESS dedicated workstation with licensed client software shall be provided locally in addition to any server(s) required to administer and manage the system via the secure network. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM 6. Video Management System (VMS) includes: Server, network video recorders, licensing, cabling, and IP based video surveillance cameras with accessories. System storage shall support a minimum of 30 days of storage at 15 FPS maximum resolution per imager. b. The VMS systems shall be unified with the PACS for systems administration, reporting and response, and support both a list view and map view interface. c. The VMS operating system platform shall support administration across distributed workstations with client software, with imaging sharing across individual displays and video walls. d. The VMS systems shall interface alarm notification to system administrators and operators via email and text messaging. e. Rough in consisting of conduits, back boxes, enclosures (on exterior cameras) and network cables shall be provided for cameras at the following locations: 1) Exterior sides of the building, including pedestrian and vehicular approaches. 2) Public parking area 3) Vehicle Bays 4) Public Lobby and Access Controlled Public/Secure entry points 5) High Value Storage. 6) Common Areas as indicated in design drawings 7) Telcommunications and Server Rooms. f. Video surveillance cameras shall be: 1) Internet Protocol (IP) based and shall receive connection and power from the network switches using Power over Ethernet (PoE) via CAT 6A cable homerun to IDF room network switch. 2) All single or multi-sensor (180 or 360-degree field of view) cameras shall be capable of minimum of 30-FPS at 5 MP per imager using H.264 or H.265 compression protocol. 3) Interior cameras shall allow manual pan-tilt-rotation lens positioning. 4) Exterior cameras and interior cameras with windows in field of view shall incorporate wide dynamic range (WDR). 5) Where ambient exterior lighting is less than 3 lux, exterior cameras shall include infrared (IR) illumination. 6) Exterior cameras shall be IP66 rated and NENA 4X rated. 7) HDR, H264 and H265 compliant. 7. The Physical Access Controls System (PACS) includes Server, Control Panels, Enclosures, sensors, cabling, and software with licensing. a. The PACS will provide electronic access controls and monitoring of: 1) Building exterior doors 2) Public to Secure entry points 3) Base building core secure storage spaces. 4) Secure Offices 5) Gated perimeter entry points c. The PACS shall interface with the fire alarm reporting system for automatic unlocking of designated door. d. The PACS shall interface with the defined door operation functions including: 1) Door opening motors and controls. 2) Door release button. 3) Parking barrier/gates. 4) Intercom stations with integrated door release buttons. 5) Lock-down buttons. e. Rough in consisting of cable, conduits and back boxes shall be provided to the following devices: 1) Card readers. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM 2) Magnetic door sensors (door position switches). The sensors shall be single pole single throw as a base design with double pole/double throw sensors provided when a door interfaces with an intrusion detection system as well. 3) Request-to-exit (REX) devices on the secured side of doors when the door’s locking hardware does not have an integrated REX device. 4) Relays at doors with auto door operators. 5) Door locking hardware (electric mortise or cylinder lock, request to exit devices, ADA control interface, etc.) as defined by the door hardware schedule. 6) Sounders where applicable. 7) Cards for use by staff, shall be provided, set up and programmed by the City of Atascadero 8) Control panels, power supplies and battery backup units shall be provided in the communication rooms. System enclosures shall be lockable and be provided with tamper switches monitored by the system. 8. Intrusion Protection Systems: a. An intrusion protection (IPS) shall be provided if required. The IPS system shall be fully integrated via software with the PACS system for systems administration, reporting and response. b. Rough in consisting of conduits and back boxes shall be provided in the room/zone for the following system devices: 1) Keypads (near the main entrance on the interior side of the room/zone being monitored). Door position switches. The sensor/switch shall be double pull/ double throw to allow connection to both the credentialed access control system and the intrusion detection system. 2) Magnetic door sensors/position switches on roll up doors. 3) Passive infrared motion sensors inside the designated room/zones. c. The following areas/rooms shall be monitored: 1) Lobby areas. 2) High valued assets. d. Control panels, power supplies, battery backup units and auto-dialer shall be provided in the respective communication rooms. System enclosures shall be lockable and be provided with tamper switches monitored by the system. e. Control panels, power supplies, battery backup units and auto dialer shall be provided in the communication room. f. A Third-Party monitoring service if required shall be contracted with by the City of Atascadero 9. Emergency Duress Buttons a. Emergency duress buttons shall be provided and connected to the IDS main panel. Duress activation shall have primary communications with 3rd party using standard Alarm Industry communications Protocols with a real-time interface to the local PACS system for systems administration, monitoring, and response. The systems may use both fixed (wired) stations (buttons) and/or wireless transmitters. b. Rough in consisting of conduits and back boxes shall be provided at the following system devices: 1) Transceivers in the ceiling of covered areas. 2) An alarm annunciator panel 3) Fixed duress button stations. c. The following areas shall be covered: 1) Entrance lobby 2) Reception Counter and Executive Administrative Workspace 10. Video Intercom System: a. A video intercom system (VIS) shall be provided. Intercom stations shall use Session Initiation Protocol (SIP) protocols. The system shall have soft client feature to allow interface to call stations from a mobile phone, tablet, and computer. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – NEW FIRE HEADQUARTERS FACILITY 09/06/2024 GLUMAC.COM b. The intercom stations shall be IP based and shall receive connection and power from the network switches using PoE using a common network cable from an IDF room. c. The VIS shall interface with the PACS system to allow a momentary unlocking of a door from intercom station equipment with a remote door release button. d. The VIS shall interface with the VMS system to allow cameras video stream during a call to be automatically recorded. e. Intercom stations (remote) shall have a call button(s), an integrated microphone, speaker, and high- definition camera. f. Intercom stations (master) inside of secured areas shall have an integrated microphone/handset, speaker, minimum sized 3-inch LCD display and door release button. g. Rough in consisting of conduits, back boxes and network cables shall be provided for intercom stations at the following locations: 1) Non-secure side of the vehicular gates. 2) Non-secure side of the pedestrian gates. 3) Non-secure side of the public entrances. 4) Front desk/reception. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Atascadero Public Safety Facility Fire StaƟon 2 RenovaƟon and Expansion BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY GLUMAC.CO Prepared For TEN OVER STUDIO Prepared By GLUMAC 100 Montgomery St. San Francisco, CA Date Issued 09/06/2024 Glumac Project Number 24US00228 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM INFORMATION & COMMUNICATION TECHNOLOGY (ICT) SYSTEMS GENERAL Applicable Codes and Standards This section of the report is intended to define the standards, criteria and assumptions used for the design, documentation and specification of an information and communication technologies (ICT) systems infrastructure. INFRASTRUCTURE Utility Service, Distribution and Equipment A. PRIMARY TELECOMMUNICATIONS SERVICE ENTRANCE FACILITIES 1. To connect the building to the various telecommunication service providers (TSPs), Internet Service Providers (ISP) and Mobile Telecommunication Service Providers (MTSPs) available in the area, a minimum of one communication utility vault shall be provided at the property line(s) under or near the sidewalk adjacent to the building]. The utility vault may be referred to as the ‘meet-me’ vault. A second meet-me vault shall be provided on the opposite side of the building to provide route redundancy. 2. To connect the building to the various network centers on the campus, a minimum of one communication utility vault shall be provided at the property line(s) under or near the sidewalk adjacent to the building. The utility vault or handhold may be referred to as the ‘meet-me’ vault. A second meet- me vault shall be provided on the opposite side of the building to provide route redundancy. 3. A minimum of four 4-inch conduits shall be provided from the meet-me vault(s) into the telecommunication service entrance room (TSER), Main Telecommunications Room (MTR) room or main communication room on level [1 of the building. 4. Meetings will be held between the TSPs, ISPs, MSPs and the City of Atascadero with the telecommunications design consultant to discuss expectations for services, methods for providing fault tolerant services (alternate routes, multiple serving central offices), levels of design and installation responsibility, building logistics, phasing and schedule, how they will connect their facilities to the meet- me vault and into the building, and the location of their demarcation point/service hand-off. The Owner will directly contract with those services providers for communications services. B. SITE COMMUNICATION CONDUITS 1. The incoming communications conduits shall slope away from the building. 2. The conduits shall be corrosion resistant rigid steel or Schedule 40 PVC. 3. Lateral bends shall be sweeping with a minimum bend radius of 24-inches, no short radius bends shall be allowed. Where nonmetallic conduits are used for straight runs, bends shall be rigid corrosion resistant galvanized steel or shall be concrete encased. Rigid steel sleeves shall be provided where conduits penetrate the building and/or are under building slab and not encased in concrete. Conduits from this point to the TSER, MPOE or MDF room shall be galvanized metallic wrapped in corrosion resistant externally applied commercial wrap. 4. Conduit ends shall be reamed and brushed. 5. Metal conduits shall extend through foundation walls to undisturbed earth to prevent shearing. 6. Pulling points (communication vaults or hand holes) shall be provided in the conduits after the functional equivalent of 180 degrees of bends in the conduits, or after 500-feet of run. The topology, access, Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM building location and conduit run length shall be factored into the location of pulling access points to facilitate the use trucks and mechanical winches. 7. Conduits shall be provided with a minimum depth of 24-inches. 8. Conduits routed below non-vehicular areas shall be encased in control density fill (CDF) material. 9. Conduits routed below vehicular roadways shall be encased in concrete with a minimum rating of 2,500 PSI. 10. A 4” 3-cell fabric innerduct shall be installed in at least one conduit in each route. Innerducts shall be tied off to structure in each vault/hand hole or room. 11. A pull cord with a minimum of 600-pounds pulling strength shall be provided in each conduit or innerduct. 12. A detectable warning tape shall be provided 12-inches below grade above communication conduits. 13. Communications conduits shall be separated from adjacent utilities at the following minimum distances: a. Power and other foreign conduit: 3-inches in concrete, 4-inches in masonry, and 12-inches in earth. b. Pipes (steam, oil, water, gas, etc.): 12-inches when crossing, 12-inches when parallel. c. When crossing electrical conduits, cross at right angles only. 14. Communication conduits placed in shared trench shall be placed above any other conduits or utilities and maintain minimum depth of 24” and minimum separation from electrical conduits of 12”. 15. The following criteria should be applied to the vault design: a. Communications vaults shall not allow the installation of electrical cables. b. Round vault access ports shall accept an industry standard 36-inch diameter cast iron cover with “COMM” or "SIGNAL" cased into their exposed face of covers. c. Covers shall be lockable. d. Cast iron vault collars with a minimum height of 12-inches and a maximum height of 36-inches shall be provided. A Butyl seal shall be provided between the vault sections and the collar. e. When installed in vehicular roadways, covers shall be capable of supporting H20 vehicular traffic loads. f. When installed in paved areas, covers shall be set flush with finished grade. When installed in unpaved areas, covers shall be set 2-inches above finished grade, with surrounding soil regraded in a smooth slope extending at least 3-feet from the covered pulling eyes. g. Vaults shall be provided with a permanent ladder, bonding inserts, struts for cable racking and sump pits with gratings. Hardware shall be galvanized. h. End bells shall be provided on conduits. i. Conduits shall enter a vault on opposite ends. j. A 3/4-inch diameter copper ground rod shall be provided in each vault. Ground rod shall be set in place with a minimum of 6-inches remaining above the floor. 16. The following criteria should be applied to the hand hold design: a. Communications handholds shall not allow the installation of electrical cables. b. Rectangular access ports shall have a hinged iron top panel with “COMM”, or "SIGNAL" cased into their exposed face of covers. c. Covers shall be lockable. d. When installed in vehicular roadways, covers shall be capable of supporting H20 vehicular traffic loads. e. Hand holes shall be provided with bonding inserts and struts for cable racking. Hardware shall be galvanized. f. Conduits shall enter a vault on opposite ends. g. A 3/4-inch diameter copper ground rod shall be provided in each vault and hand hole. Ground rod shall be set in place with a minimum of 6-inches remaining above the floor. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM C. SECONDARY TELECOMMUNICATIONS SERVICE ENTRANCE FACILITIES 1. To support the installation of radio frequency antenna-based communications systems installed on the roof of the building, a minimum of two 4-inch conduits shall be provided from the identified antenna mount location on the roof to the communication room on the upper floor 1. The exact location will be based on the availability of clear rooftop area and directional-antenna line-of-sight to the target radio tower. 2. The Telecommunications consultant will coordinate with the Architect and Radio Systems contractor to provide infrastructure pathways, grounding, and data ports on the telecommunications drawings for radio systems designed by the contractor. 3. Meetings will be held with the Public Safety Authorities Having Jurisdiction (PS-AHJs), to discuss expectations for services, system performance, building logistics, phasing and schedule, and to identify and confirm their requirements and code requirements for infrastructure and systems to support an emergency response radio communication system (ERRCS) for use inside of the building. D. COMMUNICATION RACK 1. The wall mounted communication rack shall support the initial and long-term installation of: a. Contractor to review the existing service entrance cables, cable termination and demarcation equipment. 2. TSP and MSTP provided uninterruptable power supply units (UPS) and batteries. 3. A wall mounted communication rack shall be located in the existing apparatus bay with the existing equipment is located a. Minimum of (1) to support the building’s network equipment including optical line terminals (OLTs). b. Equipment racks to support the enterprise network equipment. c. Generator backed-up d. Rack mounted power distribution units PDU and UPS. Owner provided E. COMMUNICATION CABLE PATHWAY SYSTEM 1. Cable pathways system shall be: a. Compliant with ESA/ASCE seismic (zone 4) requirements. b. Designed to provide the capacity and capability to install high performance unshielded twisted pair and optical fiber cables to support the initial and subsequent requirements of the building. c. Coordinated with other building services (electrical, mechanical, plumbing, etc.) for proper clearances and accessibility. d. Designed to accommodate cable changes as well as minimize building occupant disruption when such pathways and spaces are accessed. e. Coordinated with the electrical distribution system to maintain a minimum separation of: 1) 48” from motors or transformers. 2) 12’ between parallel runs of communication and electrical cabling. 3) 5” from luminaires. 2. Where 12” separation is not possible, the communication cabling shall be separated from electrical cables by a ferrous material to minimize potential interference. 3. Where electrical and communication cabling cross, it shall be at right angles only. 4. The cable pathway system shall include the following: a. A minimum of two 4” conduits between the existing entrance to the new communication rack. b. 4” fire rated sleeves shall be provided from the existing entrance to the new communication rack. c. Conduit shall be provided in zoned distribution pull boxes if the ceilings are non-accessible to support the routing of communication and device cables. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM d. 12” wide and 18” wide cable-runway (ladder type cable tray) shall be provided in the ceiling areas to support the routing of cables within the rooms. Runway dropouts will be provided above the equipment racks to support the routing cabling of cables into the equipment rack and cabinet. e. 9”, 12” and 18” basket type cable trays shall be provided in the accessible ceiling areas of the floors to support the routing of workstation and device cables. f. J-hooks shall be provided in the accessible ceiling spaces to support the distribution of communication and device cables. g. Wall mounted communications outlets shall be provided with a minimum 5” standard (4-11/16” x 4 11/16” x 2-1/8”) back box at the bottom of a minimum 1“conduit stubbed up to an accessible ceiling area. h. Wall mounted telephone outlets (+48” AFF) shall be provided with a 5S box with single gang mud- ring at the bottom of a 3/4“ conduit stubbed up to an accessible ceiling area. i. Ceiling mounted communications outlets and devices shall be provided with a 5S 3-1/4” deep junction box with 1 1-1/4-inch conduit routed back to cable tray or communication room. A spanner bar secured to the ceiling T-Bar shall be provided the back box is installed in an accessible ceiling area. j. Floor boxes and or poke through devices serving workstations, open plan furniture/tables and lecterns shall be provided with a minimum 1-1/4” conduit run to an accessible ceiling area for network connections and a second conduit for audiovisual connections. Conduits for audiovisual connections shall be routed to the head wall of the room. k. Pull boxes will be provided where the run of conduit exceeds 100’ or there are more than 180 degrees of bends. CONDUIT TRADE SIZE (INCHES) WIDTH (INCHES) LENGTH (INCHES) DEPTH (INCHES) INCREASES PULL BOX WIDTH FOR ADDITIONAL CONDUIT (INCHES) 1 or less 4 16 3 2 1-1/4 6 20 3 3 1-1/2 8 27 4 4 2 8 30 4 5 2-1/2 10 30 5 6 3 12 30 5 6 3-1/2 12 30 6 6 4 15 30 8 8 l. Compression type fitting shall be provided for conduits connection. m. Conduit end shall be provided with a bushing. n. Conduits shall be bonded to ground. F. STRUCTURED COMMUNICATIONS CABLING SYSTEM 1. The communications cabling system shall be designed to conform to the requirements of TIA-568B, Commercial Building Telecommunications Cabling Standard. 2. In conformance with the above referenced standard, the communications cabling system shall be designed in a hierarchical star topology, with all cables meeting or exceeding the mechanical and performance requirements of Section 10 of the standard. 3. Backbone System Cable: Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM a. At a minimum, a 50-pair category 3 UTP cable shall be provided from the existing entrance to the new communication rack terminated onto solid state protectors with 110 input/output blocks at each end. Cables will be handed off onto 8-pin modular patch panels terminated 1-pair per port. 4. Horizontal System Cable: a. 4-pair unshielded category 6A, plenum rated cables shall be provided between the serving communication room and the following communication outlets or devices: 1) Watch Office – 8 cables spread evenly in room 2) Apparatus Bays - outlets for equipment to be confirmed. 3) Shop Alcove – 4 cables 4) Medical Supply - outlets for equipment to be confirmed. 5) Kitchen/Dining/Dayroom a) TV – 2 cables behind TV b) Wall Phone – 1 cable 6) Wellness Center - outlets for equipment to be confirmed 7) Bunk Room – 2 cables above desk 8) Public Lobby – 2 cables 9) Mechanical Room outlets for equipment to be confirmed 10) Fire Alarm control panels - 1 cable. 11) Building management system (BMS) control panels - 1 cable. 12) Energy management system (EMS) control panels - 1 cable. 13) Lighting control panels - 1 cable. 14) Irrigation controller panels. b. 4-pair unshielded category 6A, plenum rated cables shall be provided between the serving communication room and the following communication outlets or devices 10) Wireless access point (WAP) outlets - 2 cables. c. A 4-pair unshielded category 6, plenum rated cables shall be provided between the serving media distribution unit and the in-room communication outlets and devices. d. 4-pair cables shall be terminated with 8-pin modular connectors at the workstation/device locations and onto rack mounted 8-pin modular patch panels in the communication rooms. e. Connection between horizontal termination fields and tie fields, and from patch panels to equipment ports shall be made using pre-manufactured patch cords. f. Non-structured cable system cable shall be provided to support: 10) Audiovisual system signal devices. 11) Distributed antenna devices. 12) Electronic security system devices. G. UNIFORM TELECOMMUNICATIONS GROUNDING SYSTEM 1. A uniform telecommunications grounding and bonding system shall be provided in accordance with TIA- 607 standard Generic Telecommunications Bonding and Grounding for Customer Premises. This system shall be designed in conjunction with the electrical power grounding system. The following guidelines are provided for the design of the system. 2. The telecommunications grounding backbone shall consist of solid copper busbar and copper conductors interconnected in the following manner: a. Main electrical ground to the primary bonding busbar (PBB) located in the main communication room. b. The PBB to a secondary bonding busbars SBB installed in the other communication rooms. c. The primary and secondary bonding busbars to the nearest point of grounding building steel. d. The bonding busbars bonded to the panel board’s alternating current equipment ground (ACEG) service the communication rooms. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM e. The bonding busbars bonded to equipment racks, equipment cabinets and enclosures installed with the communication rooms. f. The bonding busbars bonded to the metallic conduits entering the communication rooms. g. The bonding busbars bonded to the cable trays installed within the communication rooms. 3. The PBB shall be pre-drilled, a minimum of 1/2" thick, 4” wide solid copper bar, electrotin plated, and insulated from their supports by a 2” separation. 4. The SBBs shall be pre-drilled for double lugs attachment, a minimum of 1/4" thick, 2” wide solid copper bar, electrotin plated, and insulated from their supports by a 2-inch separation. 5. The bonding conductor jacket shall be green in color or marked appropriately and installed in continuous lengths. 6. Bonding conductor linear length & size (feet - AWG): a. Less than 13 6 b. 14-20 4 c. 21-26 3 d. 27-33 2 e. 34-41 1 f. 42-52 1/0 g. 53-66 2/0 h. 67-84 3/0 i. 85-105 4/0 H. PATHWAYS, SPACE AND MEDIA IDENTIFICATION 1. An identification system based on an Owner provided schema shall be applied to uniquely identify each: a. Wall Mounting Equipment rack and cabinet b. Consolidation point enclosure. c. Cable termination device. d. Communication outlet/faceplate. e. Media distribution unit. f. ICT system device. 2. Communication cables at each end. 3. Communication cables passing through utility vaults and hand holds. ICT SYSTEMS A. NETWORK SWITCHES AND ROUTERS (OWNER PROVIDED) B. TELEPHONY SYSTEM (OWNER PROVIDED) C. WIRELESS NETWORK 1. Wireless access points (WAPs) shall be shown diagrammatically based on service radius measurements within the construction documents. The contractor will provide a predictive model of the radio frequency (RF) spectrum of the APs, other deployed RF devices, the building design logistics, and the building and manufacturers recommendations conducted by the Owner’s Network Managers. APs shall be installed by the Contractor. 2. Rough in consisting of cable, RF transparent enclosures, conduits and back boxes shall be provided based on: a. One access point for every 20 people in an instructional room, collaboration room or assembly space. b. One access point per 900-1,200 square feet of space with a serving radius of 30-40 feet. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM D. TELEVISION CHANNEL DISTRIBUTION 1. A community antenna television CATV system shall be provided based on calculations for reception signal strength to TV locations. 2. Rough in consisting of coaxial cable, splitters, couplers, amplifiers, conduits, and back boxes shall be provided to the following locations: a. Lobbies. b. Conference rooms. c. Additional rooms designated in the Room Data Sheets. 3. An Internet protocol-based television (IPTV) may be offered in lieu of the coaxial based with signal transported over the building network, using the structured cable system from streaming services. 4. The Owner shall contract with TV Service Provider to order services and set top box. E. FIRE ALERTING AND SPEAKERS 1. An overhead speaker system for the fire alerting system shall be provided. Speakers, fire alerting equipment and radio antennas shall build from the existing system 2. Rough in consisting of conduits, back boxes (in plenum areas), and network cables shall be provided for speakers, fire alerting equipment, and antennas 3. Fire alerting equipment shall be in the server room 4. Fire alerting antennas shall be on the roof 5. Speakers shall be provided in all rooms in all spaces in the Fire Station and New Fitness Building F. ELECTRONIC SECURITY SYSTEM 1. A unified electronic security system (ESS) shall be provided for the building and will consist of Video Management, Physical Access Control, Intrusion Detection & Duress, Security Intercoms. 2. The ESS will be fully unified and integrated with commercially available off-the-shelf platform management software licenses. No proprietary or custom software will be allowed. 3. The system shall have a map based graphic user interface using architectural floor plans showing device types and device identification with quick access to device control. 4. Access to and functional ability within each system shall be based on credentialed/permissioned base programming. 5. An ESS dedicated workstation with licensed client software shall be provided locally in addition to any server(s) required to administer and manage the system via the secure network. 6. Video Management System (VMS) includes: Server, network video recorders, licensing, cabling, and IP based video surveillance cameras with accessories. System storage shall support a minimum of 30 days of storage at 15 FPS maximum resolution per imager. b. The VMS systems shall be unified with the PACS for systems administration, reporting and response, and support both a list view and map view interface. c. The VMS operating system platform shall support administration across distributed workstations with client software, with imaging sharing across individual displays and video walls. d. The VMS systems shall interface alarm notification to system administrators and operators via email and text messaging. e. Rough in consisting of conduits, back boxes, enclosures (on exterior cameras) and network cables shall be provided for cameras at the following locations: 1) Exterior sides of the building, including pedestrian and vehicular approaches. 2) Public parking area 3) Vehicle Bays 4) Public Lobby and Access Controlled Public/Secure entry points 5) High Value Storage. 6) Common Areas as indicated in design drawings Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM f. Video surveillance cameras shall be: 1) Internet Protocol (IP) based and shall receive connection and power from the network switches using Power over Ethernet (PoE) via CAT 6A cable homerun to IDF room network switch. 2) All single or multi-sensor (180 or 360-degree field of view) cameras shall be capable of minimum of 30-FPS at 5 MP per imager using H.264 or H.265 compression protocol. 3) Interior cameras shall allow manual pan-tilt-rotation lens positioning. 4) Exterior cameras and interior cameras with windows in field of view shall incorporate wide dynamic range (WDR). 5) Where ambient exterior lighting is less than 3 lux, exterior cameras shall include infrared (IR) illumination. 6) Exterior cameras shall be IP66 rated and NENA 4X rated. 7) HDR, H264 and H265 compliant. 7. The Physical Access Controls System (PACS) includes Server, Control Panels, Enclosures, sensors, cabling, and software with licensing. a. The PACS will provide electronic access controls and monitoring of: 1) Building exterior doors 2) Public to Secure entry points 3) Base building core secure storage spaces. 4) Gated perimeter entry points c. The PACS shall interface with the fire alarm reporting system for automatic unlocking of designated door. d. The PACS shall interface with the defined door operation functions including: 1) Door opening motors and controls. 2) Door release button. 3) Parking barrier/gates. 4) Intercom stations with integrated door release buttons. 5) Lock-down buttons. 6) Delayed egress. e. Rough in consisting of cable, conduits and back boxes shall be provided to the following devices: 1) Card readers. 2) Magnetic door sensors (door position switches). The sensors shall be single pole single throw as a base design with double pole/double throw sensors provided when a door interfaces with an intrusion detection system as well. 3) Request-to-exit (REX) devices on the secured side of doors when the door’s locking hardware does not have an integrated REX device. 4) Relays at doors with auto door operators. 5) Door locking hardware (electric mortise or cylinder lock, request to exit devices, ADA control interface, etc.) as defined by the door hardware schedule. 6) Sounders where applicable. 7) Cards for use by staff, shall be provided, set up and programmed by the City of Atascadero 8) Control panels, power supplies and battery backup units shall be provided in the communication rooms. System enclosures shall be lockable and be provided with tamper switches monitored by the system. 8. Intrusion Protection Systems: a. An intrusion protection (IPS) shall be provided if required. The IPS system shall be fully integrated via software with the PACS system for systems administration, reporting and response. b. Rough in consisting of conduits and back boxes shall be provided in the room/zone for the following system devices: 1) Keypads (near the main entrance on the interior side of the room/zone being monitored). Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY – FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM Door position switches. The sensor/switch shall be double pull/ double throw to allow connection to both the credentialed access control system and the intrusion detection system. 2) Magnetic door sensors/position switches on roll up doors. 3) Passive infrared motion sensors inside the designated room/zones. c. The following areas/rooms shall be monitored: 1) Lobby areas. 2) High valued assets. d. Control panels, power supplies, battery backup units and auto-dialer shall be provided in the respective communication rooms. System enclosures shall be lockable and be provided with tamper switches monitored by the system. e. Control panels, power supplies, battery backup units and auto dialer shall be provided in the communication room. f. A Third-Party monitoring service if required shall be contracted with by the City of Atascadero 9. Emergency Duress Buttons a. Emergency duress buttons shall be provided and connected to the IDS main panel. Duress activation shall have primary communications with 3rd party using standard Alarm Industry communications Protocols with a real-time interface to the local PACS system for systems administration, monitoring, and response. The systems may use both fixed (wired) stations (buttons) and/or wireless transmitters. b. Rough in consisting of conduits and back boxes shall be provided at the following system devices: 1) Transceivers in the ceiling of covered areas. 2) An alarm annunciator panel 3) Fixed duress button stations. c. The following areas shall be covered: 1) Entrance lobby. 2) Watch Office 10. Video Intercom System: a. A video intercom system (VIS) shall be provided. Intercom stations shall use Session Initiation Protocol (SIP) protocols. The system shall have soft client feature to allow interface to call stations from a mobile phone, tablet, and computer. b. The intercom stations shall be IP based and shall receive connection and power from the network switches using PoE using a common network cable from an IDF room. c. The VIS shall interface with the PACS system to allow a momentary unlocking of a door from intercom station equipment with a remote door release button. d. The VIS shall interface with the VMS system to allow cameras video stream during a call to be automatically recorded. e. Intercom stations (remote) shall have a call button(s), an integrated microphone, speaker, and high- definition camera. f. Intercom stations (master) inside of secured areas shall have an integrated microphone/handset, speaker, minimum sized 3-inch LCD display and door release button. g. Rough in consisting of conduits, back boxes and network cables shall be provided for intercom stations at the following locations: 1) Non-secure side of the vehicular gates. 2) Non-secure side of the pedestrian gates. 3) Non-secure side of the public entrances. 4) Front desk/reception. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE GLUMAC.CO REV.0 Atascadero Public Safety Facility Police StaƟon & CommunicaƟon Center RenovaƟon and Expansion BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY Prepared For TEN OVER STUDIO Prepared By GLUMAC 100 Montgomery St. San Francisco, CA Date Issued 09/06/2024 Glumac Project Number 24US00228 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDGING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION & COMMUNICATION TECHNOLOGY - POLICE STATION & COMMUNICATION CENTER RENOVATION & EXPANSION 09/06/2024 GLUMAC.COM INFORMATION & COMMUNICATION TECHNOLOGY (ICT) SYSTEMS GENERAL Applicable Codes and Standards This section of the report is intended to define the standards, criteria and assumptions used for the design, documentation and specification of an information and communication technologies (ICT) systems infrastructure. INFRASTRUCTURE Utility Service, Distribution and Equipment A. PRIMARY TELECOMMUNICATIONS SERVICE ENTRANCE FACILITIES 1. To connect the building to the various telecommunication service providers (TSPs), Internet Service Providers (ISP) and Mobile Telecommunication Service Providers (MTSPs) available in the area, a minimum of one communication utility vault shall be provided at the property line(s) under or near the sidewalk adjacent to the building]. The utility vault may be referred to as the ‘meet-me’ vault. A second meet-me vault shall be provided on the opposite side of the building to provide route redundancy. 2. To connect the building to the various network centers on the campus, a minimum of one communication utility vault shall be provided at the property line(s) under or near the sidewalk adjacent to the building. The utility vault or handhold may be referred to as the ‘meet-me’ vault. A second meet-me vault shall be provided on the opposite side of the building to provide route redundancy. 3. A minimum of four 4-inch conduits shall be provided from the meet-me vault(s) into the telecommunication service entrance room (TSER), Main Telecommunications Room (MTR) room or main communication room on level [1 of the building. 4. Meetings will be between the TSPs, ISPs, MSPs and the City of Atascadero with the telecommunications design consultant to discuss expectations for services, methods for providing fault tolerant services (alternate routes, multiple serving central offices), levels of design and installation responsibility, building logistics, phasing and schedule, how they will connect their facilities to the meet-me vault and into the building, and the location of their demarcation point/service hand-off. The Owner will directly contract with those services providers for communications services. B. SITE COMMUNICATION CONDUITS 1. The incoming communications conduits shall slope away from the building. 2. The conduits shall be corrosion resistant rigid steel or Schedule 40 PVC. 3. Lateral bends shall be sweeping with a minimum bend radius of 24-inches, no short radius bends shall be allowed. Where nonmetallic conduits are used for straight runs, bends shall be rigid corrosion resistant galvanized steel or shall be concrete encased. Rigid steel sleeves shall be provided where conduits penetrate the building and/or are under building slab and not encased in concrete. Conduits from this point to the TSER, MPOE or MDF room shall be galvanized metallic wrapped in corrosion resistant externally applied commercial wrap. 4. Conduit ends shall be reamed and brushed. 5. Metal conduits shall extend through foundation walls to undisturbed earth to prevent shearing. 6. Pulling points (communication vaults or hand holes) shall be provided in the conduits after the functional equivalent of 180 degrees of bends in the conduits, or after 500-feet of run. The topology, access, building location and conduit run length shall be factored into the location of pulling access points to facilitate the use trucks and mechanical winches. 7. Conduits shall be provided with a minimum depth of 24-inches. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM 8. Conduits routed below non-vehicular areas shall be encased in control density fill (CDF) material. 9. Conduits routed below vehicular roadways shall be encased in concrete with a minimum rating of 2,500 PSI. 10. A 4” 3-cell fabric innerduct shall be installed in at least one conduit in each route. Innerducts shall be tied off to structure in each vault/hand hole or room. 11. A pull cord with a minimum of 600-pounds pulling strength shall be provided in each conduit or innerduct. 12. A detectable warning tape shall be provided 12-inches below grade above communication conduits. 13. Communications conduits shall be separated from adjacent utilities at the following minimum distances: a. Power and other foreign conduit: 3-inches in concrete, 4-inches in masonry, and 12-inches in earth. b. Pipes (steam, oil, water, gas, etc.): 12-inches when crossing, 12-inches when parallel. c. When crossing electrical conduits, cross at right angles only. 14. Communication conduits placed in shared trench shall be placed above any other conduits or utilities and maintain minimum depth of 24” and minimum separation from electrical conduits of 12”. 15. The following criteria should be applied to the vault design: a. Communications vaults shall not allow the installation of electrical cables. b. Round vault access ports shall accept an industry standard 36-inch diameter cast iron cover with “COMM” or "SIGNAL" cased into their exposed face of covers. c. Covers shall be lockable. d. Cast iron vault collars with a minimum height of 12-inches and a maximum height of 36-inches shall be provided. A Butyl seal shall be provided between the vault sections and the collar. e. When installed in vehicular roadways, covers shall be capable of supporting H20 vehicular traffic loads. f. When installed in paved areas, covers shall be set flush with finished grade. When installed in unpaved areas, covers shall be set 2-inches above finished grade, with surrounding soil regraded in a smooth slope extending at least 3-feet from the covered pulling eyes. g. Vaults shall be provided with a permanent ladder, bonding inserts, struts for cable racking and sump pits with gratings. Hardware shall be galvanized. h. End bells shall be provided on conduits. i. Conduits shall enter a vault on opposite ends. j. A 3/4-inch diameter copper ground rod shall be provided in each vault. Ground rod shall be set in place with a minimum of 6-inches remaining above the floor. 16. The following criteria should be applied to the hand hold design: a. Communications handholds shall not allow the installation of electrical cables. b. Rectangular access ports shall have a hinged iron top panel with “COMM”, or "SIGNAL" cased into their exposed face of covers. c. Covers shall be lockable. d. When installed in vehicular roadways, covers shall be capable of supporting H20 vehicular traffic loads. e. Hand holes shall be provided with bonding inserts and struts for cable racking. Hardware shall be galvanized. f. Conduits shall enter a vault on opposite ends. g. A 3/4-inch diameter copper ground rod shall be provided in each vault and hand hole. Ground rod shall be set in place with a minimum of 6-inches remaining above the floor. C. SECONDARY TELECOMMUNICATIONS SERVICE ENTRANCE FACILITIES 1. To support the installation of radio frequency antenna-based communications systems installed on the roof of the building, a minimum of two 4-inch conduits shall be provided from the identified antenna mount location on the roof to the communication room on the upper floor 1. The exact location will be based on the availability of clear rooftop area and directional-antenna line-of-sight to the target radio tower. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM 2. The Telecommunications consultant will coordinate with the Architect and Radio Systems contractor to provide infrastructure pathways, grounding, and data ports on the telecommunications drawings for radio systems designed by the contractor. 3. Meetings will be held with the Public Safety Authorities Having Jurisdiction (PS-AHJs), to discuss expectations for services, system performance, building logistics, phasing and schedule, and to identify and confirm their requirements and code requirements for infrastructure and systems to support an emergency response radio communication system (ERRCS) for use inside of the building. D. COMMUNICATION EQUIPMENT ROOMS 1. An EF or MTR room shall be provided and support the initial and long-term installation of: a. TSP and MSTP provided equipment racks and equipment. b. TSP and MSTP provided service entrance cables, cable termination and demarcation equipment. 2. TSP and MSTP provided uninterruptable power supply units (UPS) and batteries 3. A main telecommunication room shall be provided and support the initial and long-term installation of a. 4-post racks or cabinets to support the building’s network equipment including optical line terminals (OLTs). b. Equipment racks and cabinets to support the enterprise network equipment. c. 2-post equipment racks and equipment cabinets to support communication backbone cable and associated termination devices as needed. d. Generator back-up and rack mounted UPS to support the equipment installed within the room. e. Rack mounted power distribution units (PDU’s) Owner provided f. In-room cooling units. 4. A server room will be provided on level 1 and will support the installation of: a. 4-post equipment racks. b. Equipment cabinets. c. Communication cable termination devices. d. Radio Systems Head End Equipment e. Network equipment. f. Application servers and information storage devices. 5. Rack mounted PDU’s. Owner provided E. COMMUNICATION EQUIPMENT ROOM FIT OUT 1. Rooms shall be located away from potential sources of electromechanical interference (EMI) and be located so that they are not susceptible to flooding from sources inside or outside the building. Wet pipes not required to support the systems located within the room shall be routed around the rooms. 2. Walls shall have slab-to-slab construction to facilitate the outfitting of the rooms for environmental conditioning and fire protection/isolation. Wall penetrations shall be sealed to prevent the passage of smoke and fire. Walls shall be: a. 2-hour fire rated for the EF or MTR, server, and main communication rooms. 3. A suspended ceiling shall not be provided within the rooms. 4. Rooms will be provided with wet pipe fire suppression system re settable sprinkler heads. Sprinkler heads in all rooms shall be turned upward and shall be provided with cages. 5. Walls shall be provided with 3/4" fire rated A/C plywood on designated walls installed 6” above finished floor (AFF). Finishes in the room shall be light in color to enhance lighting. Plywood and paint shall be applied before the installation of cable and equipment Leaving fire rating stamps unpainted. 6. Concrete floors and walls shall be sealed to eliminate dust and be covered with anti-static flooring 7. Lockable doors of at least 36” wide by 96” high shall be provided. Card readers shall be provided on the corridor side to control and record access to the rooms. 8. Environmental conditioning shall be provided on a 24 hour a day, 7 day a week basis. Environmental limits for the rooms shall be 64 degrees to 70 degrees F with a maximum 70% relative humidity, non- Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM condensing. Positive pressure shall be maintained within the room, with a minimum of one air change per hour. System air returns shall have filters. System sensors and controls shall be located within each room wall mounted at 60” AFF. System units shall be ceiling hung. 9. Lighting levels shall be a minimum of 50-foot candles maintained at 36 “AFF. 10. Power circuit requirements for the rooms shall be based on equipment lists provided by the City of Atascadero. At a minimum, two circuits shall be provided at each equipment rack or equipment cabinet. For initial planning, assume: 1. 5.000 watts for the EF or MTR room. 2. 4,000 to 5,000 watts per equipment rack in the main communication room. 3. 5,000 to 7,500 watts per equipment rack in the Server room. 11. Circuits shall be brought to the equipment racks and cabinets overhead stubbing the branch conduits down and attaching them to the cable tray installed above the equipment racks and cabinets with the receptacle facing to the rear of the rack or cabinet. System enclosures mounted on the walls shall be provided with dedicated circuits. A dedicated power panel shall be provided wit in the rooms to support the ICT system loads in the rooms and may located over third floor. 12. In addition to outlets dedicated to system equipment, electrical convenience outlets (120V, 20A, duplex, U-ground) shall be provided on each wall of the rooms. All branch circuiting shall include a ground wire from the distribution panel's ground busbar to all electrical outlets in the room. The outlets shall be used for testing equipment and power tools only, and not for network/system equipment. 13. Lighting luminaires, motors, air handling units, etc. shall not be powered from the same electrical distribution panel as the system equipment in the rooms. Electrical transformers shall not be located within the rooms. 14. A solid copper bonding busbar shall be provided in each room, for signal ground connections. The ground busbars shall be bonded to the appropriate ground conductor, as described herein. F. COMMUNICATION CABLE PATHWAY SYSTEM 1. Cable pathways system shall be: a. Compliant with ESA/ASCE seismic (zone 4) requirements. b. Designed to provide the capacity and capability to install high performance unshielded twisted pair and optical fiber cables to support the initial and subsequent requirements of the building. c. Coordinated with other building services (electrical, mechanical, plumbing, etc.) for proper clearances and accessibility. d. Designed to accommodate cable changes as well as minimize building occupant disruption when such pathways and spaces are accessed. e. Coordinated with the electrical distribution system to maintain a minimum separation of: 1) 48” from motors or transformers. 2) 12’ between parallel runs of communication and electrical cabling. 3) 5” from luminaires. 2. Where 12” separation is not possible, the communication cabling shall be separated from electrical cables by a ferrous material to minimize potential interference. 3. Where electrical and communication cabling cross, it shall be at right angles only. 4. The cable pathway system shall include the following: a. A minimum of four 4” conduits between the EF or MTR room and the main communication room. b. 4” fire rated sleeves shall be provided in the side wall of communication rooms if the ceiling outside of the rooms are accessible to support the routing of communication and device cables. c. Conduit shall be provided in the side walls of communication rooms to zoned distribution pull boxes if the ceilings outside of the room are non-accessible to support the routing of communication and device cables. d. 12” wide and 18” wide cable-runway (ladder type cable tray) shall be provided in the ceiling areas of the communication rooms to support the routing of cables within the rooms. Runway dropouts will be Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM provided above the equipment racks and cabinets to support the routing cabling of cables into the equipment racks and cabinets. e. 9”, 12” and 18” basket type cable trays shall be provided in the accessible ceiling areas of the floors to support the routing of workstation and device cables. f. J-hooks shall be provided in the accessible ceiling spaces to support the distribution of communication and device cables. g. Wall mounted communications outlets shall be provided with a minimum 5” standard (4-11/16” x 4 11/16” x 2-1/8”) back box at the bottom of a minimum 1“conduit stubbed up to an accessible ceiling area. h. Wall mounted telephone outlets (+48” AFF) shall be provided with a 5S box with single gang mud-ring at the bottom of a 3/4“ conduit stubbed up to an accessible ceiling area. i. Ceiling mounted communications outlets and devices shall be provided with a 5S 3-1/4” deep junction box with 1 1-1/4-inch conduit routed back to cable tray or communication room. A spanner bar secured to the ceiling T-Bar shall be provided the back box is installed in an accessible ceiling area. j. Floor boxes and or poke through devices serving workstations, open plan furniture/tables and lecterns shall be provided with a minimum 1-1/4” conduit run to an accessible ceiling area for network connections and a second conduit for audiovisual connections. Conduits for audiovisual connections shall be routed to the head wall of the room. k. Pull boxes will be provided where the run of conduit exceeds 100’ or there are more than 180 degrees of bends. CONDUIT TRADE SIZE (INCHES) WIDTH (INCHES) LENGTH (INCHES) DEPTH (INCHES) INCREASES PULL BOX WIDTH FOR ADDITIONAL CONDUIT (INCHES) 1 or less 4 16 3 2 1-1/4 6 20 3 3 1-1/2 8 27 4 4 2 8 30 4 5 2-1/2 10 30 5 6 3 12 30 5 6 3-1/2 12 30 6 6 4 15 30 8 8 l. Compression type fitting shall be provided for conduits connection. m. Conduit end shall be provided with a bushing. n. Conduits shall be bonded to ground. G. STRUCTURED COMMUNICATIONS CABLING SYSTEM 1. The communications cabling system shall be designed to conform to the requirements of TIA-568B, Commercial Building Telecommunications Cabling Standard. 2. In conformance with the above referenced standard, the communications cabling system shall be designed in a hierarchical star topology, with all cables meeting or exceeding the mechanical and performance requirements of Section 10 of the standard. 3. Backbone System Cable: Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM a. At a minimum, a 100-pair category 3 UTP cable shall be provided between the network center in the building and the main communication room terminated onto solid state protectors with 110 input/output blocks at each end. Cables will be handed off onto 8-pin modular patch panels terminated 1-pair per port. b. At a minimum, a 100-pair category 3 UTP cable shall be provided between the EF or MTR room and the main communication room terminated onto 8-pin modular patch panels terminated 1-pair per port. c. At a minimum, a pre-terminated 24-strand OS2 single-mode optical fiber cable shall be provided between network center in the building and the main communication room to support network services. Cable shall be terminated with duplex LC connectors mounted into rack mounted patch panels at each end. 4. Horizontal System Cable: a. 4-pair unshielded category 6A, plenum rated cables shall be provided between the serving communication room and the following communication outlets or devices: 1) Police Chief a) Monitor on Wall – 2 cables b) Desk – 4 cables 2) Commander Office – 4 cables 3) Crime Analyst – 4 cables 4) Administrative Executive Assistant – 4 cables 5) Conference Room a) Monitor – 2 cables b) Desk – 4 cables 6) Cat & Set Office – 14 cables, 2 per desk 7) Watch Office a) Desks – 2 cables per desk b) Printer – 2 cables 8) Sergeant Office – 4 cables 9) Open work area a) Desks – 2 cables per desk b) Printers – 2 cables per printer 10) Briefing room a) Monitor – 2 cables b) Presenter Podium – 2 cables c) Wall adjacent to desks – 4 cables per row 11) Sergeant Office – 4 cables 12) Investigations a) Desks – 2 cables per desk b) Printer - 2 cables per printer 13) Records Supervisor – 4 cables 14) Reception Record Tech 2 cables per desk 15) Records Volunteers - 2 cables per desk 16) Work Room a) Fax – 2 cables b) Printer – 2 cables c) Copier – 2 cables 17) Dispatch Supervisor – 4 cables 18) Dispatch Floor – 12 cables per console a) Monitor – 2 cables per display b) Fax – 2 cables Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM c) Printer – 2 cables d) Copier – 2 cables 19) Property and Evidence Warehouse outlets for equipment to be confirmed 20) Evidence Tech Office & Processing Room a) Copier – 2 cables b) Fax – 2 cables c) Printer – 2 cables d) Workstation – 2 cables per desk 21) Evidence Booking Room outlets for equipment to be confirmed 22) Lobby – 2 cables 23) Hard Interview – 2 cables on each wall 24) Soft Interview / Live Scan – 2 cables on each wall 25) Armory outlets for equipment to be confirmed 26) Radio Equipment Charging – 4 cables 27) Break Room a) TV/Monitor – 2 cables b) Wall Phone – 1 cable 28) Quiet Room – 2 cables 29) Server Room outlets for equipment to be confirmed 30) Electrical Room outlets for equipment to be confirmed 31) SWAT Storage outlets for equipment to be confirmed 32) K-9 Unit Parking & Kennel outlets for equipment to be confirmed 33) Fire Alarm control panels - 1 cable. 34) Building management system (BMS) control panels - 1 cable. 35) Energy management system (EMS) control panels - 1 cable. 36) Lighting control panels - 1 cable. 37) Irrigation controller panels. b. 4-pair unshielded category 6A, plenum rated cables shall be provided between the serving communication room and the following communication outlets or devices 1) Wireless access point (WAP) outlets - 2 cables. c. A 4-pair unshielded category 6A, plenum rated cables shall be provided between the serving media distribution unit and the in-room communication outlets and devices. d. 4-pair cables shall be terminated with 8-pin modular connectors at the workstation/device locations and onto rack mounted 8-pin modular patch panels in the communication rooms. e. Single-mode cables shall be pre- terminated with LC connectors at each end. f. Connection between horizontal termination fields and tie fields, and from patch panels to equipment ports shall be made using pre-manufactured patch cords. g. Non-structured cable system cable shall be provided to support: 1) Audiovisual system signal devices. 2) Distributed antenna devices. 3) Electronic security system devices. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM H. UNIFORM TELECOMMUNICATIONS GROUNDING SYSTEM 1. A uniform telecommunications grounding and bonding system shall be provided in accordance with TIA- 607 standard Generic Telecommunications Bonding and Grounding for Customer Premises. This system shall be designed in conjunction with the electrical power grounding system. The following guidelines are provided for the design of the system. 2. The telecommunications grounding backbone shall consist of solid copper busbar and copper conductors interconnected in the following manner: a. Main electrical ground to the primary bonding busbar (PBB) located in the main communication room. b. The PBB to a secondary bonding busbars SBB installed in the other communication rooms. c. The primary and secondary bonding busbars to the nearest point of grounding building steel. d. The bonding busbars bonded to the panel board’s alternating current equipment ground (ACEG) service the communication rooms. e. The bonding busbars bonded to equipment racks, equipment cabinets and enclosures installed with the communication rooms. f. The bonding busbars bonded to the metallic conduits entering the communication rooms. g. The bonding busbars bonded to the cable trays installed within the communication rooms. 3. The PBB shall be pre-drilled, a minimum of 1/2" thick, 4” wide solid copper bar, electrotin plated, and insulated from their supports by a 2” separation. 4. The SBBs shall be pre-drilled for double lugs attachment, a minimum of 1/4" thick, 2” wide solid copper bar, electrotin plated, and insulated from their supports by a 2-inch separation. 5. The bonding conductor jacket shall be green in color or marked appropriately and installed in continuous lengths. 6. Bonding conductor linear length & size (feet - AWG): a. Less than 13 6 b. 14-20 4 c. 21-26 3 d. 27-33 2 e. 34-41 1 f. 42-52 1/0 g. 53-66 2/0 h. 67-84 3/0 i. 85-105 4/0 I. PATHWAYS, SPACE AND MEDIA IDENTIFICATION 1. An identification system based on an Owner provided schema shall be applied to uniquely identify each: a. Equipment rack. b. Equipment cabinet. c. Wall mounted enclosure. d. Consolidation point enclosure. e. Cable termination device. f. Communication outlet/faceplate. g. Media distribution unit. h. ICT system device. 2. Communication cables at each end. 3. Communication cables passing through utility vaults and hand holds. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM ICT SYSTEMS A. NETWORK SWITCHES AND ROUTERS (OWNER PROVIDED) B. TELEPHONY SYSTEM (OWNER PROVIDED) C. WIRELESS NETWORK 1. Wireless access points (WAPs) shall be shown diagrammatically based on service radius measurements within the construction documents. The contractor will provide a predictive model of the radio frequency (RF) spectrum of the WAPs, other deployed RF devices, the building design logistics, and the building and manufacturers recommendations to determine final locations and quantities. WAPs shall be installed by the Contractor. 2. Rough in consisting of cable, RF transparent enclosures, conduits and back boxes shall be provided based on: a. One access point for every 20 people in an instructional room, collaboration room or assembly space. b. One access point per 900-1,200 square feet of space with a serving radius of 30-40 feet. D. TELEVISION CHANNEL DISTRIBUTION 1. A community antenna television CATV system shall be provided based on calculations for reception signal strength to TV locations. 2. Rough in consisting of coaxial cable, splitters, couplers, amplifiers, conduits, and back boxes shall be provided to the following locations: a. Lobbies. b. Conference rooms. c. Additional rooms designated in the Room Data Sheets. 3. An Internet protocol-based television (IPTV) may be offered in lieu of the coaxial based with signal transported over the building network, using the structured cable system from streaming services. 4. The Owner shall contract with TV Service Provider to order services and set top box. E. OVERHEAD PAGING 1. An overhead paging system is not required. F. ELECTRONIC SECURITY SYSTEM 1. A unified electronic security system (ESS) shall be provided for the building and will consist of Video Management, Physical Access Control, Intrusion Detection & Duress, Security Intercoms. 2. The ESS will be fully unified and integrated with commercially available off-the-shelf platform management software licenses. No proprietary or custom software will be allowed. 3. The system shall have a map based graphic user interface using architectural floor plans showing device types and device identification with quick access to device control. 4. Access to and functional ability within each system shall be based on credentialed/permissioned base programming. 5. An ESS dedicated workstation with licensed client software shall be provided locally in addition to any server(s) required to administer and manage the system via the secure network. 6. Video Management System (VMS) includes: Server, network video recorders, licensing, cabling, and IP based video surveillance cameras with accessories. System storage shall support a minimum of 30 days of storage at 15 FPS maximum resolution per imager. a. The VMS systems shall be unified with the PACS for systems administration, reporting and response, and support both a list view and map view interface. b. The VMS operating system platform shall support administration across distributed workstations with client software, with imaging sharing across individual displays and video walls. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM c. The VMS systems shall interface alarm notification to system administrators and operators via email and text messaging. d. Rough in consisting of conduits, back boxes, enclosures (on exterior cameras) and network cables shall be provided for cameras at the following locations: 1) Exterior sides of the building, including pedestrian and vehicular approaches. 2) Public parking area 3) Public Lobby and Access Controlled Public/Secure entry points 4) High Value Storage. 5) Common Areas as indicated in design drawings 6) Server Rooms. e. Video surveillance cameras shall be: 1) Internet Protocol (IP) based and shall receive connection and power from the network switches using Power over Ethernet (PoE) via CAT 6A cable homerun to IDF room network switch. 2) All single or multi-sensor (180 or 360-degree field of view) cameras shall be capable of minimum of 30-FPS at 5 MP per imager using H.264 or H.265 compression protocol. 3) Interior cameras shall allow manual pan-tilt-rotation lens positioning. 4) Exterior cameras and interior cameras with windows in field of view shall incorporate wide dynamic range (WDR). 5) Where ambient exterior lighting is less than 3 lux, exterior cameras shall include infrared (IR) illumination. 6) Exterior cameras shall be IP66 rated and NENA 4X rated. 7) HDR, H264 and H265 compliant. 7. The Physical Access Controls System (PACS) includes Server, Control Panels, Enclosures, sensors, cabling, and software with licensing. a. The PACS will provide electronic access controls and monitoring of: 1) Building exterior doors 2) Public to Secure entry points 3) Base building core secure storage spaces. 4) Secure Offices 5) Gated perimeter entry points c. The PACS shall interface with the fire alarm reporting system for automatic unlocking of designated door. d. The PACS shall interface with the defined door operation functions including: 1) Door opening motors and controls. 2) Door release button. 3) Parking barrier/gates. 4) Intercom stations with integrated door release buttons. 5) Lock-down buttons. 6) Delayed egress. e. Rough in consisting of cable, conduits and back boxes shall be provided to the following devices: 1) Card readers. 2) Magnetic door sensors (door position switches). The sensors shall be single pole single throw as a base design with double pole/double throw sensors provided when a door interfaces with an intrusion detection system as well. 3) Request-to-exit (REX) devices on the secured side of doors when the door’s locking hardware does not have an integrated REX device. 4) Relays at doors with auto door operators. 5) Door locking hardware (electric mortise or cylinder lock, request to exit devices, ADA control interface, etc.) as defined by the door hardware schedule. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM 6) Sounders where applicable. 7) Cards for use by staff, shall be provided, set up and programmed by the City of Atascadero 8) Control panels, power supplies and battery backup units shall be provided in the communication rooms. System enclosures shall be lockable and be provided with tamper switches monitored by the system. 8. Intrusion Protection Systems: a. An intrusion protection (IPS) shall be provided if required. The IPS system shall be fully integrated via software with the PACS system for systems administration, reporting and response. b. Rough in consisting of conduits and back boxes shall be provided in the room/zone for the following system devices: 1) Keypads (near the main entrance on the interior side of the room/zone being monitored). Door position switches. The sensor/switch shall be double pull/ double throw to allow connection to both the credentialed access control system and the intrusion detection system. 2) Magnetic door sensors/position switches on roll up doors. 3) Passive infrared motion sensors inside the designated room/zones. c. The following areas/rooms shall be monitored: 1) Lobby areas. 2) High valued assets. d. Control panels, power supplies, battery backup units and auto-dialer shall be provided in the respective communication rooms. System enclosures shall be lockable and be provided with tamper switches monitored by the system. e. Control panels, power supplies, battery backup units and auto dialer shall be provided in the communication room. f. A Third-Party monitoring service if required shall be contracted with by the City of Atascadero 9. Emergency Duress Buttons a. Emergency duress buttons shall be provided and connected to the IDS main panel. Duress activation shall have primary communications with 3rd party using standard Alarm Industry communications Protocols with a real-time interface to the local PACS system for systems administration, monitoring, and response. The systems may use both fixed (wired) stations (buttons) and/or wireless transmitters. b. Rough in consisting of conduits and back boxes shall be provided at the following system devices: 1) Transceivers in the ceiling of covered areas. 2) An alarm annunciator panel 3) Fixed duress button stations. c. The following areas shall be covered: 1) Entrance lobby 2) Reception Counter 10. Video Intercom System: a. A video intercom system (VIS) shall be provided. Intercom stations shall use Session Initiation Protocol (SIP) protocols. The system shall have soft client feature to allow interface to call stations from a mobile phone, tablet, and computer. b. The intercom stations shall be IP based and shall receive connection and power from the network switches using PoE using a common network cable from an IDF room. c. The VIS shall interface with the PACS system to allow a momentary unlocking of a door from intercom station equipment with a remote door release button. d. The VIS shall interface with the VMS system to allow cameras video stream during a call to be automatically recorded. e. Intercom stations (remote) shall have a call button(s), an integrated microphone, speaker, and high- definition camera. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY | BRIDING DOCUMENTS – BASIS OF DESIGN NARRATIVE INFORMATION AND COMMUNICATION TECHNOLOGY - FIRE STATION 2 RENOVATION AND EXPANSION 09/06/2024 GLUMAC.COM f. Intercom stations (master) inside of secured areas shall have an integrated microphone/handset, speaker, minimum sized 3-inch LCD display and door release button. g. Rough in consisting of conduits, back boxes and network cables shall be provided for intercom stations at the following locations: 1) Non-secure side of the vehicular gates. 2) Non-secure side of the pedestrian gates. 3) Non-secure side of the public entrances. 4) Front desk/reception. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE PROJECT: Request for Proposals City of Atascadero New and Renovated Public Safety Facilities Atascadero, CA ____________________________________________________________________________ The following represents additions, deletions, and revisions to the “Design-Build Request for Proposals” dated August 26, 2024, for the above-referenced project. It is the responsibility of the Design-Build Entities to submit the information contained in this addendum to all subcontractors and suppliers. The Proposer shall acknowledge receipt of the addendum in their formal RFP response. Item #1 – Guidance: 1. The City appreciates the time and effort of all DBE teams. As a follow up to the first round of confidential meetings, the City heard the message that it is not possible to provide the full scope of the projects for $24M. After careful consideration of all options the City has committed to evaluate funding opportunities and reassess the budget for the project. The City has made commitments to staff, City Council, and the community to provide a new Fire Station No. 1, new Fire Administration offices, and a new Emergency Operations Center as well as safety and equity improvements at Fire Station No. 2, and renovations and improvements to the existing Police Department facilities to improve operational efficiencies and support continuing use of the existing facility. The City is looking for the DBE teams to develop reasonable efficiencies in design, materials, layout, organization, etc. to provide the needed scope for each facility while coming as close as possible to the original budget. In essence teams should do their best to provide efficient designs and a quality level of construction and materials commensurate with the relatively rural community of Atascadero. Some strategies the DBE teams may consider moving forward: a. Fire Station No. 1/Fire Admin/EOC – The City will accept designs that meet the net square footage for program areas. The City will also consider alternative designs that meet the operational requirements of the space program while requiring less square footage. The City encourages the DBE teams to identify methods to simplify the building(s) for maximum efficiency of design and construction and, ultimately, lower cost. b. Fire Station No. 2 – The City goal for this station is to achieve equity with Fire Station No. 1 regarding safety, code compliance, and quality. DBE teams should consider ways to retain as much of the existing interior layout as possible while still providing the full complement of spaces in the program. Additionally, the City will consider designs that achieve the goals identified above through alternate means or design. c. Police Department – The City goal for the Police Department renovations is to provide a facility that meets modern policing standards and is configured to ADDENDUM NO. 02 ISSUE DATE: September 25, 2024 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE City of Atascadero New and Renovated Public Safety Facilities RFP Addendum No. 02 Page 2 maximize operational efficiencies. DBE teams can consider designs that maintain more of the existing interior construction while still achieving operational efficiencies. Essential elements of the Police Department renovations include roof repair/rehabilitation, HVAC evaluation and upgrades as necessary, parking area security upgrades, perimeter fencing, upgraded and expanded dispatch, controlled building and site access, refreshed interior finishes, and restrooms improvements. Teams can also consider moving elements of the program for the Police Department that could be more efficiently located at the Fire Station No. 1/Fire Admin/EOC or vice versa. The project is no longer a stipulated sum of $24,000,000, however submittals should come as close as possible to the original budget. The final selection of the successful DBE team will be based on “best value” meaning a combination of meeting the financial interests of the City and meeting the objectives of the project. Item #2 – Clarification: 1. Program square footage at Fire Station No. 1/EOC/Admin is as follows: FS No.1/EOC/Admin. 16,065 sf Auxiliary Building 2,400 sf (Back-in Apparatus Bays and Exercise) Total 18,465 sf Also, note the Project Data Proposed Design shown on T1.1 includes 965 sf at the Mezzanine that is unprogrammed space. 2. Program net square footage at the Police Department addition is as follows: Supervisor Office 168 sf Restroom/Lockers 130 sf Shared Breakroom 360 sf Total Net Area 658 sf Item #3 – Information: 1. The City is in the process of updating their purchasing policy to add Design-Build. DBE teams should review the draft policy so they will know what the City considers ‘best value’ as they evaluate the proposals. The draft policy is available at the City’s website here. The section regarding Design-Build begins on page 95. Item #4 – Existing Facilities Information: 1. Find attached Atascadero Police Station Tier 1 Seismic Assessment dated August 7, 2024. 2. Find attached ASCE 41-13 Tier 1 Screening of Fire Stations No. 1 & No. 2 dated June 16, 2017. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE City of Atascadero New and Renovated Public Safety Facilities RFP Addendum No. 02 Page 3 Item #5 – Change of Receipt of Proposals Date: 1. Document 00 1119, Article 1, 1.01 Receipt of Proposals shall be revised to read: “The City will receive sealed proposals at the offices of the City of Atascadero City Clerk on or before October 28, 2024 (the “Proposal(s)). Proposals shall be due before 2 p.m. local time, as determined by www.time.gov. No fax or e-mail copies will be accepted.” END OF ADDENDUM NO. 02 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Tier 1 Seismic Assessment City of Atascadero August 7, 2024 Atascadero Police Station 5505 El Camino Real, Atascadero, CA 93422 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Atascadero Police Department TABLE OF CONTENTS PART 1: OVERVIEW...................................................................................................................................... 1 1.1 Introduction ...................................................................................................................................... 1 1.2 Background ...................................................................................................................................... 2 PART 2: SEISMIC PERFORMANCE EVALUATION ....................................................................................... 2 2.1 Methodology .................................................................................................................................... 2 2.2 Performance Level ............................................................................................................................ 3 2.3 Seismic Source .................................................................................................................................. 3 2.4 Liquefaction, Landslide, and other Geologic Hazards ....................................................................... 4 PART 3: STRUCTURAL EVALUATION ......................................................................................................... 4 3.1 Documentation ................................................................................................................................. 4 3.2 Building Systems .............................................................................................................................. 4 3.2-1. Police Department Building [Unknown date of Original Construction] ..................................... 4 3.2-2. Site Elements [Unknown date of Original Construction] ........................................................... 6 PART 4: STRUCTURAL CONDITION ASSESSMENT .................................................................................... 7 4.1-1. Building Systems ....................................................................................................................... 7 4.1-2. Site elements ............................................................................................................................. 7 PART 5: STRUCTURAL EVALUATION AND FINDINGS .............................................................................. 7 5.1 Building Evaluation and Findings ..................................................................................................... 7 5.1-1. Police Department Building [Unknown date of Original Construction] ..................................... 7 PART 6: CONCLUSION AND RECOMMENDATIONS ................................................................................. 8 6.1 General Recommendations for Condition Assessment .................................................................... 8 6.2 Seismic Retrofit Recommendations .................................................................................................. 8 PART 7: LIMITATIONS AND DISCLAIMERS ............................................................................................. 10 PART 8: APPENDIX .................................................................................................................................... 11 8.1 Photos ............................................................................................................................................ 11 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 1 of 15 Atascadero Police Department PART 1: OVERVIEW 1.1 Introduction The City of Atascadero has requested a structural assessment of the Atascadero Police Department building. This report represents the results of an ASCE 41 seismic assessment and general structural condition review of the building and site, located at 5505 El Camino Real, Atascadero, California. While the date of the building construction is unknown, a retrofit was performed in 1989. In addition to the building, there is an adjacent metal canopy and a long retaining wall around the parking lot. The building was purchased and refurbished by the police department. The City is currently discussing modernization of the building, including demolition of one of the adjacent metal canopies and adding additional program. Figure 1: Aerial View of the Atascadero Police Department A Tier 1 level ASCE 41 structural evaluation and general condition assessment was performed for the building based on a review of the available record drawings and visual observations conducted by Biggs Cardosa Associates Inc. during a site visit on January 26, 2024. This report describes the findings of our structural review and contains qualitative observations and recommendations for seismic or condition upgrades or recommended additional studies. N Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 2 of 15 Atascadero Police Department 1.2 Background With each code cycle (approximately every 3 years), building codes for new designs are modified to improve structural performance during seismic events. However, engineering standards to evaluate existing buildings have historically lagged in development. For the past several years, ASCE/SEI 41-17 “Seismic Evaluation and Retrofit of Existing Buildings” has been the accepted baseline standard of practice for the seismic evaluation of existing buildings. As described in that document, one of the primary goals is to include lessons learned from recent earthquakes. The purpose of this study is to determine whether significant seismic deficiencies exist at the building, to determine the potential seismic risk of the building, and to provide general recommendations for reduction of seismic risk through mitigation. Buildings of recent construction are exempt from this type of analysis based on building type and the code enforced at the time of construction. Such buildings are identified as “benchmark buildings”. According to ASCE 41 guidelines, the subject building of this study is not classified as a “benchmark building” since it was designed and constructed prior to the benchmark cutoff date (2000) for masonry and wood frame shear wall buildings. The analysis methodology of ASCE 41-17 employs a quick check methodology (Tier 1 analysis). The Tier 1 quick check uses cursory calculations appropriate for each building type and a set of checklists which contain evaluation statements that help to identify areas of concern with regard to the ability of the structure to adequately transmit seismic forces to the foundation and supporting soils. PART 2: SEISMIC PERFORMANCE EVALUATION 2.1 Methodology The potential damage to a structure in an earthquake can be evaluated provided that, (1) seismic hazards which affect the structure and site can be estimated and, (2) the vulnerability of the structure to those hazards are known or can be estimated. Site seismicity for the Atascadero Police Department building was determined using the United States Geologic Survey (USGS) web based Seismic Hazard Curves, Response Parameters and Design Parameters program. Seismic short period SS and one second S1 response acceleration parameters were obtained through the ASCE 7 Hazard Tool. Seismic evaluation of the structures was conducted using the ASCE 41-17 – Seismic Evaluation and Retrofit of Existing Buildings. ASCE 41 provides a three-tiered process for seismic evaluation of existing buildings based on building type and the level of seismicity for the building location. The Tier 1 study is an initial checklist evaluation of structural, non-structural, and foundation/geologic hazard elements of a building and site conditions that is intended to screen for potential seismic deficiencies. Tier 2 and 3 studies include more in-depth analysis procedures for a building or component that is identified by the Tier 1 screening process as structurally deficient or that requires further study. Non-structural items were not included as those systems are generally evaluated by an architect. This assessment of Atascadero Police Department building utilizes the Tier 1 screening procedure to identify initial deficiencies as much as possible with the information available. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 3 of 15 Atascadero Police Department 2.2 Performance Level ASCE 41 Tier 1 evaluation of a building can be performed for either Collapse Prevention (CP) or Immediate Occupancy (IO) performance levels. The Basic Performance Objective focuses on Collapse Prevention for buildings in Risk Category I, II, and III, while Immediate Occupancy focuses on buildings in Risk Category IV. ASCE 41 summarizes the two performance levels as follows: · CP Performance Level: After an earthquake, the structure will have damaged components and continues to support gravity loads but retains no margin against collapse. Designed to prevent only the most egregious structural failures, at least some margin against either partial or total collapse remains. · IO Performance Level: After an earthquake, the basic vertical and lateral force-resisting system retain nearly all their pre-earthquake strength, very limited damage to structural and non-structural components has occurred and critical parts of the building remain habitable. The ASCE 41 Collapse Prevention Basic Configuration checklist (Table 17-2) and Collapse Prevention Structural Checklist (17-6 and 17-24) that are appropriate to the building type are included in this report. As the building is considered Risk Category IV, it is evaluated under the Immediate Occupancy criteria. 2.3 Seismic Source The general seismicity in the Central Coast region is influenced by several known faults, their potential faulting length, and relative orientation. The San Andreas Fault system, which separates the North American plate from the Pacific plate, is located approximately 28.2 miles west of the structure. Other known, near-source faults with recorded activity, such as the Oceanic Fault, are listed in Table 1 (From California Department of Conservation) along with the estimated moment magnitude, MW, that would occur during the Maximum Considered Earthquake (MCE). Earthquakes in Southern California – namely Northridge and Whittier Narrows – have occurred along blind-thrust faults. These faults do not have readily identifiable surface features and are not extensively mapped. For our project site, the potential for strong-ground motion to occur due to blind-thrust faulting is uncertain. Therefore, a moderate to large earthquake centered even closer to the site cannot be completely ruled out. Fault Estimated MCE (MW) Distance (miles) San Andreas Fault 7.9 28.2 Oceanic 7.3 6.0 Table 1: Active Near Source Faults As this Tier 1 Basis of Performance is Immediate Occupancy, the standard for an existing structure would be for a Basic Safety Earthquake-1E (BSE-1E). BSE-1E earthquake is also referred to as the 225-year earthquake and is based on a 20 percent probability of exceedance within a 50-year time frame. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 4 of 15 Atascadero Police Department The 225-year event peak ground acceleration (PGA) is 0.475g, or 48% gravity. The USGS defined accelerations are based on Site Class D. Site Class D is assumed to be recommended in ASCE 7-16 Section 20.1 where soil properties are not known in sufficient detail. 2.4 Liquefaction, Landslide, and other Geologic Hazards Liquefaction is the loss of bearing strength of saturated, cohesionless soils under strong ground motions. Liquefaction can cause settlement by consolidation of soils susceptible to liquefaction. Per the “California Earthquake Hazards Zone Application Map (EQ Zapp),” the building is located in an area with low liquefaction susceptibility. EQ Zapp is an online resource by the California Department of Conservation that maps hazard zones as evaluated by California Geological Survey (CGS). The Alquist-Priolo Earthquake Fault Zoning (AP) Act is a state law that regulates construction in areas with close fault proximity and the potential for surface fault rupture. The AP Act was established following the 1971 San Fernando earthquake and has since been refined and revised. The building is not located in an AP zone. The building is not considered at-risk for seismically induced landslides per the EQ Zapp map. PART 3: STRUCTURAL EVALUATION 3.1 Documentation Available records or as-built drawings for the building include: · Building retrofit drawings (A1 – A41 and S1 – S3) dated November 27, 1989, by Ross Lein MacIntyre & Varner Architects No original architectural or structural sets have been made available at this time. Additionally, no soils data or reports were available at this time. Thomas Swayze, SE, of Biggs Cardosa Associates performed a site visit on January 26, 2024, and walked the entire building. The field observation was limited to readily visible structural components; architectural finishes were not removed to expose concealed structural framing. 3.2 Building Systems 3.2-1. Police Department Building [Unknown date of Original Construction] Foundation Systems The structure appears to be constructed on conventional grade beams with spread footings at columns and a reinforced concrete slab-on-grade. As no as-built data was available for these items, this could not be confirmed. Vertical Load Resisting Systems The building has 2x12 wood rafters at 2 feet on center at the roof level. There are intermittent glu-lam beams at approximately 20 feet on center supporting the rafters, with plywood sheathing framing over the top. The rafters are supported at the edge of the building by 6-inch tilt-up concrete panels. See Figure 2 for the typical rafter support at a tilt-up panel and Figure 3 for the typical tilt-up panel support parallel to the rafters. Tilt up concrete panel thickness is less than 1/25 of the height of the existing building, which triggers additional checks for the concrete walls. Assuming wall reinforcing of #4 @ 12” each way, the wall appears to be acceptable based on a slender wall analysis. Note that the reinforcement in the existing tilt-up walls is unknown at this time and should be confirmed to verify this conclusion. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 5 of 15 Atascadero Police Department Figure 2: Roof Rafter support at tilt-up panel Figure 3: Out of plane support of tilt-up panel parallel to rafters The Glu-lam beams are supported by cast-in-place concrete pilasters at tilt-up panel joints at the exterior and steel columns at the interior. There are two anchor bolts attaching to the concrete pilaster, but the plate assembly attaching the glu-lam and the pilaster is unknown at this time. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 6 of 15 Atascadero Police Department Interior columns support the glu-lams with a typical cap/tab plate configuration. There is no as-built data for the shear wall-to-foundation transfer, so that cannot be verified at this time. Lateral Load Resisting Systems The lateral system for the low roof portion of this building consists of wood diaphragms constructed of 1/2-inch plywood over conventional wood framing. The wood diaphragm delivers seismic forces to tilt-up walls from the plywood diaphragm to wood ledgers, and into the 6-inch- thick tilt-up concrete walls. Although the specific reinforcement for the existing tilt up panels is unknown at this time lateral loads are transferred from these shear walls into the foundation. There is also no as-built data for the shear wall to foundation transfer, so the capacity of the connection cannot be verified at this time. See Figure 2 for the typical framing to wall attachment. Seismic out-of-plane wall loads are transferred through the 6-inch tilt-up wall through the post- installed anchor with grout to the out-of-plane steel ties. This load then transfers from the tie to the diaphragm using the additional staples and existing nailing, See Figures 2 & 3 for the typical out-of-plane attachment. Out-of-plane wall anchors are attached to the panel with grout fasteners. We are recommending testing options discussed below to confirm the anchor-to- panel connection capacity. 3.2-2. Site Elements [Unknown date of Original Construction] Foundation Systems As-built information about the construction is unknown, however, based on site observations, we believe that retaining walls at the property line are constructed of tilt-up concrete panels similar to the main building and likely at the same time of construction. Property Line Retaining Wall The rear sides of the property have retaining walls on the property lines. The retaining wall system appears to be constructed of tilt-up concrete panels. [See Photo 8]. There is typically some level of damage at the locations where the concrete panels are fastened to each other. This connection appears to have been constructed like a typical tilt-up wall chord tie and provides some level of in-plane continuity connection from panel to panel. These connections do not perform well for out-of-plane forces and there are several locations where the individual wall panels appear to be leaning outward differentially with associated cracking at these connections. The foundation configuration and connection from the tilt up retaining panel is unknown and is critical to the performance of the wall. At taller walls, a thickened concrete strengthening bolster element appears to have been installed on lower portions of the front face of wall to help flexural strength of the wall. Given the age of the building, it is unlikely that the perimeter retaining walls were designed for overturning and seismic forces from the wall backfill material. A geotechnical report should be obtained for further wall evaluation. Canopy Framing There are two adjacent and interconnected small metal framed canopies connecting to the police department building constructed of light-weight steel framing. We understand that these canopies will be removed as part of the project scope, so no evaluation has been performed. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 7 of 15 Atascadero Police Department PART 4: STRUCTURAL CONDITION ASSESSMENT Building condition assessments are limited by the available construction documents and the level of access possible for the observation of structural elements of the building. During the site-walk, the interior and exterior of the building was reviewed based on what could be visually observed. Based on our site visit, the building appears to generally be in good condition structurally 4.1-1. Building Systems · No building condition issues were flagged at this time. 4.1-2. Site elements · Significant damage at the ties between precast panels occurs at several locations [See Photos 7, 8 & 9] · Retaining wall panels appear to be leaning inward towards the building so that differential out-of-plane movement has contributed to out-of-plane damage at chord bar connections [See Photo 7] PART 5: STRUCTURAL EVALUATION AND FINDINGS 5.1 Building Evaluation and Findings Based on the ASCE 41 Tier 1 review, the following items are of significance for the performance of the building when subjected to strong earthquake ground motions. 5.1-1. Police Department Building [Unknown date of Original Construction] Positive Features: · Structure complies with requirements for redundant lateral systems with at least two lines of resistance in each direction. · Building foundations show little or no sign of settlement, nor is there concern of liquefaction, fault rupture, or slope failure. · The connection between the wall panel and the wood roof system does not appear to induce cross grain bending or tension in the wood ledger. · There appear to be continuous cross building ties for the diaphragm in both directions based on a review of the retrofit plans from the 1980’s. · There are more than two out-of-plane wall anchors at each precast panel into the diaphragm. · The tilt-up wall shear stress does not exceed the maximum shear stress per the Tier 1 design forces and capacities. Structural Deficiencies: · The tilt-up wall thickness for bearing walls is less than 1/25 of the unsupported wall height per the Tier 1 limitation. · The out-of-plane wall anchor capacities spaced at 8 feet on center may not be sufficient for resisting the Tier 1 connection design forces based on the retrofit drawing details due to potential concrete pullout capacity for the anchorage. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 8 of 15 Atascadero Police Department o Additionally, the wall anchors installed during the retrofit are fastened to the top of framing with screws and anchored to the wall with a shallow grouted anchor. This type of top mounted anchor is subject to water damage compromise near roof edges and the grouted wall bolt performance is questionable as grouted anchor performance is based on the quality and installation of the site prepared grout mix. Additional Commentary: · The original as-built drawings were not available nor were many structural elements visible at this time. The following existing conditions were not visible and could not be confirmed for evaluation.: o The type of foundation, o Reinforcement in the existing tilt-up panels o The ties between the foundation and wall o The connection from the glu-lam girders to the pilasters o Metal canopies are not evaluated because they are programmed for removal. · The property line retaining walls have been previously identified as potentially inadequate as a re PART 6: CONCLUSION AND RECOMMENDATIONS 6.1 General Recommendations for Condition Assessment The building is generally in good structural condition for the time of original construction. No significant structural material condition issues were observed. Any deficient conditions noted for the building can be repaired through general maintenance. See the following recommendations for the retaining wall repair and rehabilitation. 6.2 Seismic Retrofit Recommendations The following recommendations are provided to address the seismic deficiencies based on the level of analysis performed (ASCE 41 Tier 1 screening and engineering judgment). While the recommendations listed below do not represent urgent life safety concerns (not warranting facility closure), they do describe building components that are non-compliant for the desired seismic performance per the ASCE 41 Tier 1 checklist review or identified as systemic deficiencies. All recommended seismic remediation measures noted here are considered voluntary. The mitigations listed below are recommended for seismic safety. If upgrades are to be implemented, it should be noted that the owner has the option to choose an upgrade standard for the structural components recommended below. It is suggested that new components be designed to the current seismic code level performance criteria. Alternatively, ASCE 41 “Seismic Evaluation and Retrofit of Existing Buildings” can be used for the design. Our understanding is that no remediation work has been mandated for this site by governing agencies; therefore, any mitigation work undertaken is voluntary on the part of the City. Mitigations are listed in order of importance from greatest to least. Recommended Mitigations As the original as-built plans were not available for review we recommend some additional observation and testing be performed and evaluated prior to proceeding with the structural design by the design-build team. Below are the recommended rehabilitations: Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 9 of 15 Atascadero Police Department · Repair the wall panel joints on the parking side of the building in kind. · Evaluate and rehabilitate the retaining wall at the edge of the property line. Because the in- situ e footing configuration and flexural connection of the wall to the footing will be extremely difficult to verify. BCA suggests that the following options be considered: o Attempt to obtain permission from the City to install ground anchors at the wall space that extend into the City Right of Way below the local streets adjacent to the property line walls. o If this encroachment is allowed, and local utilities do not obstruct ground anchors, then helical anchors, soil nails, or prestressed tiebacks may be appropriate to overcome seismic overturning and reduce flexural demands on the walls. o If the City right-of-way encroachment is not allowed, all work activities will have to take place on the police property, so a front buttressing or bypass element could be used during construction, such as a counterfort system or thickened concrete facing and footing rehabilitation at existing retaining wall. Additionally, the following investigation and testing actions are recommended: Police Department Building · Observe the existing girder-to-pilaster connection and record for out of plane evaluation. · Perform X-ray (or other non-destructive methods) the existing tilt-up panels to determine the existing wall reinforcement to confirm existing wall capacity for existing lateral and gravity loads. · Perform a minimum of 6 total concrete coring tests Per ASCE 41 to determine compressive strength of tilt-up wall panels. Samples must be distributed throughout the building. · Perform a minimum of 6 tensile strength test on the existing rebar per ASCE 41 inside the tilt-up wall panel to determine the tensile strength. Remove finish as needed. Samples must be distributed throughout the building. · Remove roofing and expose existing roof to wall ties for evaluation. Provide photos for condition review. Afterwards, perform a pull test on at least 2 anchors per side of building (8 total) to failure to establish the ultimate anchorage capacity.  If out-of-plane anchor capacity is found to be inadequate, additional out-of-plane ties should be installed to the existing framing with diaphragm nailing as required. Existing out-of-plane anchors will only be removed if required for new out-of-plane tie installation. · Proceed with further analysis to confirm that the capacity of the existing concrete panels for out of plane lateral loads is adequate.  If existing concrete panels are found to be inadequate for existing out of plane loads, we recommend either bracing the wall by installing a strongback on the inside face of concrete wall to reduce the panel span and brace it back into the roof diaphragm or improving panel performance using alternative methods. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 10 of 15 Atascadero Police Department Site Elements · Obtain retaining wall design loading from a new geotechnical investigation. · Perform X-ray (or other non-destructive methods) the retaining wall tilt-up panels to determine the existing wall reinforcement to confirm existing wall capacity for existing lateral and seismic loads. · Perform a minimum of 3 total concrete coring tests Per ASCE 41 to determine compressive strength of tilt-up wall panels. Samples must be distributed throughout the wall. · Perform a minimum of 3 tensile strength tests on the existing rebar per ASCE 41 inside the retaining wall panels to determine the tensile strength. Remove finish as needed. Samples must be distributed throughout the wall. · Evaluate existing retaining wall panels for evaluation. PART 7: LIMITATIONS AND DISCLAIMERS The evaluation, findings, conclusions, and recommendations outlined in this report are based on the limited available information, as the original as-built drawings for the police department building were not available. This report has been prepared using the same degree of care and skill ordinarily exercised for this type of professional service by structural engineers practicing in this area at this time. No other warranty, expressed or implied, is made as to the professional advice in this report. This report has been prepared for the exclusive use of the City of Atascadero. It may not be used by any other individual or entity without the express written approval of Biggs Cardosa Associates, Inc. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 11 of 15 Atascadero Police Department PART 8: APPENDIX 8.1 Photos Photo 1: Entrance to Police Department Building on Southern Side Photo 2: North Side of Police Department Building Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 12 of 15 Atascadero Police Department Photo 3: West Side of Police Department Building Photo 4: East Side of Police Department Building Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 13 of 15 Atascadero Police Department Photo 5: Interior roof framing Photo 6: Concrete Retaining Wall Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 14 of 15 Atascadero Police Department Photo 7: Damage at Panel Joint at Retaining Wall with Lean Photo 8: Damage at Panel Joint at Retaining Wall Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Page 15 of 15 Atascadero Police Department Photo 9: Damage at Panel Joint at Retaining Wall Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 83 ASCE 41-13 TIER 1 SCREENING OF FIRE STATIONS No.1 & No. 2 FOR CITY OF ATASCADERO STORK, WOLFE & ASSOCIATES 599 HIGUERA STREET, SUITE H SAN LUIS OBISPO, CA 93401 (805) 548-8600 June 16, 2017 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 84 INDEX Introduction 1 Methodology 1 – 2 Fire Station No. 1 2 – 4 Fire Station No. 2 4 – 6 List of Figures Figure 1 – Hose tower Figure 2 – Narrow wood shear walls at north elevation roll-up doors Figure 3 – Narrow wood shear walls at south elevation roll-up doors Figure 4 – Roof diaphragm discontinuity between Kitchen and Community Room Appendix A – Tier 1 Checklists & Structural Calculations – Fire Station No. 1 Appendix B – Tier 1 Checklists & Structural Calculations – Fire Station No. 2 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 85 ASCE 41-13 Tier 1 Screenings Page 1 City of Atascadero Fire Stations No. 1 & No. 2 INTRODUCTION The City of Atascadero wishes to study the seismic safety of two of its fire stations. The purpose of the study is to determine whether significant seismic deficiencies exist at the buildings, to determine the potential risk of these deficiencies to the occupants of the buildings, and to provide general recommendations for reduction of seismic risk through mitigation. The Tier 1 screening procedure of ASCE 41-13, Seismic Evaluation and Retrofit of Existing Buildings, has been used for the studies. This screening was formerly part of ASCE 31-03, and provides a cursory review of potential seismic hazards based on the lateral load-resisting system of the structure and the desired performance level. The information obtained from the studies is intended to be used to help prioritize the more serious structural issues with regards to mitigation programming. As part of this study, site visits were made to both fire stations to review and verify as-built conditions. Portions of the original construction drawings were made available, and used to help determine the adequacy of the lateral load- resisting systems of both structures. METHODOLOGY The ASCE 41-13 document noted above combines ASCE 31-03, Seismic Evaluation of Existing Buildings, with ASCE 41-06, Seismic Rehabilitation of Existing Buildings. The merging of these documents eliminates differences between the two evaluation and retrofit processes. It also integrates recent advancements made in the analysis and retrofit procedures reflected in known laboratory experiments and field observations of earthquake damage. The Tier 1 screening phase is the first step in the evaluation process. The purpose of the Tier 1 screening phase is to quickly identify buildings that comply with the provisions of this standard, and to familiarize the design professional and building owner with the potential building behavior and deficiencies. Deficiencies identified in the Tier 1 screening phase may then be further evaluated in the Tier 2 deficiency-based evaluation. Whereas the ASCE 41-13 seismic retrofit procedure considers building performance at two separate earthquake levels, the Tier 1 screening phase considers only the BSE-1E earthquake. The BSE-1E earthquake has a 20% probability of exceedance in any 50-year time period. This earthquake would have a return period of 225 years, or said in other terms, the largest earthquake that could be expected to occur at an interval of 225 years (similar to a “100- year” storm). This is also known as a BSE-R (Basic Safety Earthquake R). Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 86 ASCE 41-13 Tier 1 Screenings Page 2 City of Atascadero Fire Stations No. 1 & No. 2 The target building performance at this level of earthquake is typically determined by the owner in consultation with the design professional and by the authority having jurisdiction, when required. Because the fire stations are required to be operational after a major seismic event, a performance level of Immediate Occupancy has been chosen for this initial study. The expected levels of structural and non-structural damage associated with this performance level are based on the lateral-load resisting system, and will be discussed in the individual building sections of this report. FIRE STATION NO. 1 – 6005 LEWIS AVE. Fire Station No. 1 consists of a 4,900 SF one-story reinforced brick masonry structure with a wood-framed roof built in 1950, plus a 500 SF one-story wood- framed addition estimated to be constructed in the late 1980’s or early 1990’s. A diagonally sheathed roof diaphragm is being utilized to brace the walls for out-of- plane movement, and transfer the seismic weight to the reinforced brick masonry shear walls. ASCE 41-13 designates this building as a Type RM1 structure. Desired Building Performance To understand the potential risks of the building deficiencies, it is important to understand the desired level of building performance associated with a Type RM1 structure. An Immediate Occupancy performance level expects light overall damage. Minor shear cracking is to be expected in the masonry, however no our-of-plane offsets are to be present. Seismic shaking may cause minor nonstructural damage, but permanent drift is expected to be negligible. Continued occupancy is likely. Although minor cracking of interior drywall may be encountered, all doors and window are expected to remain operational. Minor settlement of the foundations may occur, but tiling of the overall structure will be negligible. Expected Structural Deficiencies 1. TRANSFER TO SHEAR WALLS: Per the 1950 As-Built Drawings, Section A-A, Sheet B, the typical shear connection between the roof framing and the reinforced masonry shear walls consists of a 2x wood sill or ledger bolted to the walls with ½” diameter x 8” anchor bolts spaced at 4 to 5 feet o.c. This connection is inadequate to resist the design lateral loads. Additionally, there does not appear to be a sufficient load path between the roof diaphragm and the sill/ledger. Recommendation – Perform a Tier 2 evaluation per ASCE 41-13, Section 5.7.2. The expected seismic mitigation would include additional post- Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 87 ASCE 41-13 Tier 1 Screenings Page 3 City of Atascadero Fire Stations No. 1 & No. 2 installed anchors attaching the sill/ledger to the masonry shear wall, and proper nailing and clip angles providing a complete load path from the diaphragm to the shear walls. 2. GIRDER-COLUMN CONNECTION: The connection between floor girders and foundation posts at the wood-framed raised floor could not be verified. The original construction drawings do not show a positive connection between these elements. Recommendation – Verify or provide Simpson hardware to prevent the floor framing from sliding off its bearing supports during lateral floor deformation. 3. WALL ANCHORAGE: Wall-to-roof anchorage did not appear to be present. This deficiency is very common among this era of masonry shear wall buildings, and is also the most common cause of partial roof collapse. Recommendation – All exterior walls will require out-of-plane connection to the roof framing. The roof framing and roof diaphragm will also require strengthening at these locations. A Tier 2 design per Section 5.4.1.1 can be performed to provide a preliminary design for the wall-to-roof anchorage. 4. DIAGONALLY SHEATHED AND UNBLOCKED DIAPHRAGMS: The Tier 1 screening flags diagonally sheathed diaphragms with a horizontal span greater than 30 ft between shear walls. The diagonally sheathed diaphragms at Fire Station No. 1 have spans greater than 60 ft. Recommendation – Perform a Tier 2 evaluation of diaphragm stresses in order to determine the adequacy of a plywood overlay. A plywood overlay is expected to be required over the entirety of the roof framing of the 1950 portion of the structure. 5. HOSE TOWER: The existing hose tower [Figure 1] is a tall, slender, wood-framed structure with several penetrations. It is likely that the walls do not contain plywood sheathing, and even if they did, the walls would not meet height-to-length ratios required for shear walls. Additionally, the foundation system is unknown and likely insufficient for overturning forces. Recommendation – Remove the existing hose tower, and rebuild as a steel-framed structure with a new concrete foundation. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 88 ASCE 41-13 Tier 1 Screenings Page 4 City of Atascadero Fire Stations No. 1 & No. 2 Items Not Evaluated Several items included in the Nonstructural Checklist were not evaluated and require field verification by the City of Atascadero or the Atascadero Fire Department. These items include the following:  Anchorage, bracing and flexible couplings of the fire suppression piping per NFPA-13  Anchorage of any hazardous material storage  Verification that the roll-up doors can remain operational at a story drift ratio of 0.01 (approximately 1.4” of displacement at the top of the openings)  Anchorage, bracing and flexible couplings of the fluid and gas piping.  Bracing of rectangular ductwork larger than 6 ft2 or round ducts larger than 28” in diameter. FIRE STATION NO. 2 – 9801 W. FRONT RD. Fire Station No. 2 is a 4,200 SF one-story wood-framed structure built in 1986. The structure incorporates a plywood roof diaphragm and wood structural panel shear walls to resist lateral loads. ASCE 41-13 designates this building as a Type W1 structure. Type W1 structures designed and constructed in accordance with the 1976 Uniform Building Code (UBC) or later are considered Benchmark Buildings. Benchmark Buildings have been shown through observed earthquake damage to perform well in earthquakes, providing Life Safety performance levels. Typically Benchmark Buildings do not require further analysis using this code. However, because a hire performance level is desired with this structure, a Tier 1 analysis has been provided. Desired Building Performance To understand the potential risks of the building deficiencies, it is important to understand the desired level of building performance associated with a Type W1 structure. An Immediate Occupancy performance level expects light overall damage. No permanent story drift will occur, and the structure is expected to retain its original strength and stiffness. Continued occupancy is likely. Although minor cracking of exterior stucco and interior drywall may be encountered, all doors and window are expected to remain operational. Minor settlement of the foundations may occur, but tiling of the overall structure will be negligible. Expected Structural Deficiencies Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 89 ASCE 41-13 Tier 1 Screenings Page 5 City of Atascadero Fire Stations No. 1 & No. 2 1. OVERTURNING/NARROW WOOD SHEAR WALLS: For structures in areas of high seismicity, the Tier 1 screening phase flags wood shear walls that have a height-to-length ratio greater than 1.5-to-1. Due to the large roll-up doors at both the north and south walls of the apparatus bay, shear walls that exceed this ratio are present [Figures 2 & 3]. Although the shear stresses are within the limits of the Tier 1 screening, the tall, slender walls could experience large overturning forces. These forces could potentially overstress the base anchorage at the ends of the shear wall piers, or overstress the grade beam or foundation. Failure of the shear wall holdown anchors or grade beam, or excessive settlement could result in the excessive story drift. The result could lead to damage of the roll-up doors, and inaccessibility of the fire trucks or equipment. Recommendation – Perform a Tier 2 evaluation per ASCE 41-13, Section 5.5.3.6.6. Although the holdown anchors at the shear wall ends may be sufficient, the foundation consists of only a very lightly reinforced 12” wide by 12” deep grade beam. This will likely experience significant damage in a large earthquake, and excessive localized settlement could also be an issue. The expected seismic mitigation would include underpinning the existing foundations at both pairs of apparatus bay shear walls with large pad footings, or providing strengthening to the existing grade beams, in order to increase the shear wall overturning resistance. 2. DIAPHRAGM CONTINUITY: The step in the roof between the apparatus bay and the dormitory, and between the kitchen and the community room, create discontinuities in the roof diaphragm [Figure 4]. The split-level roof between the apparatus bay and the dormitory does not create a problem because there is a shear wall at the location of the roof step. A shear wall does not exist between the kitchen and the community room. In a large earthquake, excessive story drift could occur at this location, potentially damaging the functionality of the facility. Recommendation – The presence of a grade beam and ½” diameter anchor bolts at 48” o.c. at the wall located at the roof step between the kitchen and the community room provides an opportunity to easily mitigate the diaphragm discontinuity. The existing drywall should be removed on one of the interior faces of this wall, and plywood sheathing added, with holdowns at the wall ends. The foundation shall also be evaluated. Items Not Evaluated Several items included in the Nonstructural Checklist were not evaluated and require field verification by the City of Atascadero or the Atascadero Fire Department. These items include the following: Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 90 ASCE 41-13 Tier 1 Screenings Page 6 City of Atascadero Fire Stations No. 1 & No. 2  Anchorage, bracing and flexible couplings of the fire suppression piping per NFPA-13  Anchorage of any hazardous material storage  Verification that the roll-up doors can remain operational at a story drift ratio of 0.01 (approximately 1.4” of displacement at the top of the openings)  Anchorage, bracing and flexible couplings of the fluid and gas piping.  Bracing of rectangular ductwork larger than 6 ft2 or round ducts larger than 28” in diameter. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 91 ASCE 41-13 Tier 1 Screenings Page 7 City of Atascadero Fire Stations No. 1 & No. 2 Figure 1 – Hose tower Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 92 ASCE 41-13 Tier 1 Screenings Page 8 City of Atascadero Fire Stations No. 1 & No. 2 Figure 2 – Narrow wood shear walls at north elevation roll-up doors Figure 3 – Narrow wood shear walls at south elevation roll-up doors Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 93 ASCE 41-13 Tier 1 Screenings Page 9 City of Atascadero Fire Stations No. 1 & No. 2 Figure 4 – Roof diaphragm discontinuity between Kitchen and Community Room Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 94 Atascadero F/station1 SWA17005 Stork Wolfe and Associates Atascadero Fire Station -1 High SWA17005 Rahel B 6/16/2017 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 95 440 STANDARD 41-13 Project:____________________________________________Location:____________________________________________ Completed by: _______________________________________Date:________________________________________________ 16.1.2IO IMMEDIATE OCCUPANCY BASIC CONFIGURATION CHECKLIST Very Low Seismicity Building System General C NC N/A U LOAD PATH: The structure shall contain a complete, well-defined load path, including structural elements and connections, that serves to transfer the inertial forces associated with the mass of all elements of the building to the foundation. (Commentary: Sec. A.2.1.1. Tier 2: Sec. 5.4.1.1) C NC N/A U ADJACENT BUILDINGS: The clear distance between the building being evaluated and any adjacent building is greater than 4% of the height of the shorter building. This statement need not apply for the following building types: W1, W1a, and W2. (Commentary: Sec. A.2.1.2. Tier 2: Sec. 5.4.1.2) C NC N/A U MEZZANINES: Interior mezzanine levels are braced independently from the main structure or are anchored to the seismic-force-resisting elements of the main structure. (Commentary: Sec. A.2.1.3. Tier 2: Sec. 5.4.1.3) Building Configuration C NC N/A U WEAK STORY: The sum of the shear strengths of the seismic-force-resisting system in any story in each direction shall not be less than 80% of the strength in the adjacent story above. (Commentary: Sec. A.2.2.2. Tier 2: Sec. 5.4.2.1) C NC N/A U SOFT STORY: The stiffness of the seismic-force-resisting system in any story shall not be less than 70% of the seismic-force-resisting system stiffness in an adjacent story above or less than 80% of the average seismic- force-resisting system stiffnessof the three stories above. (Commentary: Sec. A.2.2.3. Tier 2: Sec. 5.4.2.2) C NC N/A U VERTICAL IRREGULARITIES: All vertical elements in the seismic-force-resisting system are continuous to the foundation. (Commentary: Sec. A.2.2.4. Tier 2: Sec. 5.4.2.3) C NC N/A U GEOMETRY: There are no changes in the net horizontal dimension of the seismic-force-resisting system of more than 30% in a story relative to adjacent stories, excluding one-story penthouses and mezzanines. (Commentary: Sec. A.2.2.5. Tier 2: Sec. 5.4.2.4) C NC N/A U MASS: There is no change in effective mass more than 50% from one story to the next. Light roofs, penthouses, and mezzanines need not be considered. (Commentary: Sec. A.2.2.6. Tier 2: Sec. 5.4.2.5) C NC N/A U TORSION: The estimated distance between the story center of mass and the story center of rigidity is less than 20% of the building width in either plan dimension. (Commentary: Sec. A.2.2.7. Tier 2: Sec. 5.4.2.6) Low Seismicity: Complete the Following Items in Additionto the Items for Very Low Seismicity. Geologic Site Hazards C NC N/A U LIQUEFACTION: Liquefaction-susceptible, saturated, loose granular soils that could jeopardize the building ’s seismic performance shall not exist in the foundation soils at depths within 50 ft under the building. (Commentary: Sec. A.6.1.1. Tier 2: 5.4.3.1) C NC N/A U SLOPE FAILURE: The building site is sufficiently remote from potential earthquake-induced slope failures or rockfalls to be unaffected by such failures or is capable of accommodating any predicted movements without failure. (Commentary: Sec. A.6.1.2. Tier 2: 5.4.3.1) C NC N/A U SURFACE FAULT RUPTURE: Surface fault rupture and surface displacement at the building site are not anticipated. (Commentary: Sec. A.6.1.3. Tier 2: 5.4.3.1) Moderate and High Seismicity: Complete the Following Items in Addition to the Items for Low Seismicity. Foundation Confi guration C NC N/A U OVERTURNING: The ratio of the least horizontal dimension of the seismic-force-resisting system at the foundation level to the building height (base/height) is greater than 0.6 Sa. (Commentary: Sec. A.6.2.1. Tier 2: Sec. 5.4.3.3) C NC N/A U TIES BETWEEN FOUNDATION ELEMENTS: The foundation has ties adequate to resist seismic forces where footings, piles, and piers are not restrained by beams, slabs, or soils classified as Site Class A, B, or C. (Commentary: Sec. A.6.2.2. Tier 2: Sec. 5.4.3.4) Atascadero Fire Station -1 6005 Lewis Ave, Atascadero, CA 93422 2/2/2017Rahel B. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 96 Seismic Evaluation and Retrofit of Existing Buildings 495 Project:____________________________________________Location:____________________________________________ Completed by: _______________________________________Date:________________________________________________ 16.15IO IMMEDIATE OCCUPANCY STRUCTURAL CHECKLIST FOR BUILDING TYPES RM1: REINFORCED MASONRY BEARING WALLS AND RM1A: REINFORCED MASONRY BEARING WALLS WITH STIFF DIAPHRAGMS Very Low Seismicity Seismic-Force-Resisting System C NC N/A U REDUNDANCY: The number of lines of shear walls in each principal direction is greater than or equal to 2. (Commentary: Sec. A.3.2.1.1. Tier 2: Sec. 5.5.1.1) C NC N/A U SHEAR STRESS CHECK: The shear stress in the reinforced masonry shear walls, calculated using the Quick Check procedure of Section 4.5.3.3, is less than 70 lb/in. 2. (Commentary: Sec. A.3.2.4.1. Tier 2: Sec. 5.5.3.1.1) C NC N/A U REINFORCING STEEL: The total vertical and horizontal reinforcing steel ratio in reinforced masonry walls is greater than 0.002 of the wall with the minimum of 0.0007 in either of the two directions; the spacing of reinforcing steel is less than 48 in., and all vertical bars extend to the top of the walls. (Commentary: Sec. A.3.2.4.2. Tier 2: Sec. 5.5.3.1.3) Connections C NC N/A U WOOD LEDGERS: The connection between the wall panels and the diaphragm does not induce cross-grain bending or tension in the wood ledgers. (Commentary: Sec. A.5.1.2. Tier 2: Sec. 5.7.1.3) C NC N/A U TRANSFER TO SHEAR WALLS: Diaphragms are connected for transfer of seismic forces to the shear walls, and the connections are able to develop the lesser of the shear strength of the walls or diaphragms. (Commentary: Sec. A.5.2.1. Tier 2: Sec. 5.7.2) C NC N/A U FOUNDATION DOWELS: Wall reinforcement is doweled into the foundation, and the dowels are able to develop the lesser of the strength of the walls or the uplift capacity of the foundation. (Commentary: Sec. A.5.3.5. Tier 2: Sec. 5.7.3.4) C NC N/A U GIRDER–COLUMN CONNECTION: There is a positive connection using plates, connection hardware, or straps between the girder and the column support. (Commentary: Sec. A.5.4.1. Tier 2: Sec. 5.7.4.1) C NC N/A U WALL ANCHORAGE: Exterior concrete or masonry walls that are dependent on the diaphragm for lateral support are anchored for out-of-plane forces at each diaphragm level with steel anchors, reinforcing dowels, or straps that are developed into the diaphragm. Connections shall have adequate strength to resist the connection force calculated in the Quick Check procedure of Section 4.5.3.7. (Commentary: Sec. A.5.1.1. Tier 2: Sec. 5.7.1.1) Stiff Diaphragms C NC N/A U TOPPING SLAB: Precast concrete diaphragm elements are interconnected by a continuous reinforced concrete topping slab. (Commentary: Sec. A.4.5.1. Tier 2: Sec. 5.6.4) C NC N/A U TOPPING SLAB TO WALLS OR FRAMES: Reinforced concrete topping slabs that interconnect the precast concrete diaphragm elements are doweled for transfer of forces into the shear wall or frame elements. (Commentary: Sec. A.5.2.3. Tier 2: Sec. 5.7.2) Foundation System C NC N/A U DEEP FOUNDATIONS: Piles and piers are capable of transferring the lateral forces between the structure and the soil. (Commentary: Sec. A.6.2.3) C NC N/A U SLOPING SITES: The difference in foundation embedment depth from one side of the building to another shall not exceed one story high. (Commentary: Sec. A.6.2.4) Low, Moderate, and High Seismicity: Complete the Following Items in Addition to the Items for Very Low Seismicity. Seismic-Force-Resisting System C NC N/A U REINFORCING AT WALL OPENINGS: All wall openings that interrupt rebar have trim reinforcing on all sides. (Commentary: Sec. A.3.2.4.3. Tier 2: Sec. 5.5.3.1.5) C NC N/A U PROPORTIONS: The height-to-thickness ratio of the shear walls at each story is less than 30. (Commentary: Sec. A.3.2.4.4. Tier 2: Sec. 5.5.3.1.2) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 97 496 STANDARD 41-13 Diaphragms (Stiff or Flexible) C NC N/A U OPENINGS AT SHEAR WALLS: Diaphragm openings immediately adjacent to the shear walls are less than 15% of the wall length. (Commentary: Sec. A.4.1.4. Tier 2: Sec. 5.6.1.3) C NC N/A U OPENINGS AT EXTERIOR MASONRY SHEAR WALLS: Diaphragm openings immediately adjacent to exterior masonry shear walls are not greater than 4 ft long. (Commentary: Sec. A.4.1.6. Tier 2: Sec. 5.6.1.3) C NC N/A U PLAN IRREGULARITIES: There is tensile capacity to develop the strength of the diaphragm at reentrant corners or other locations of plan irregularities. (Commentary: Sec. A.4.1.7. Tier 2: Sec. 5.6.1.4) C NC N/A U DIAPHRAGM REINFORCEMENT AT OPENINGS: There is reinforcing around all diaphragm openings larger than 50% of the building width in either major plan dimension. (Commentary: Sec. A.4.1.8. Tier 2: Sec. 5.6.1.5) Flexible Diaphragms C NC N/A U CROSS TIES: There are continuous cross ties between diaphragm chords. (Commentary: Sec. A.4.1.2. Tier 2: Sec. 5.6.1.2) C NC N/A U STRAIGHT SHEATHING: All straight sheathed diaphragms have aspect ratios less than 1-to-1 in the direction being considered. (Commentary: Sec. A.4.2.1. Tier 2: Sec. 5.6.2) C NC N/A U SPANS: All wood diaphragms with spans greater than 12 ft consist of wood structural panels or diagonal sheathing. (Commentary: Sec. A.4.2.2. Tier 2: Sec. 5.6.2) C NC N/A U DIAGONALLY SHEATHED AND UNBLOCKED DIAPHRAGMS: All diagonally sheathed or unblocked wood structural panel diaphragms have horizontal spans less than 30 ft and aspect ratios less than or equal to 3-to-1. (Commentary: Sec. A.4.2.2. Tier 2: Sec. 5.6.2) C NC N/A U NONCONCRETE FILLED DIAPHRAGMS: Untopped metal deck diaphragms or metal deck diaphragms with fill other than concrete consist of horizontal spans of less than 40 ft and have aspect ratios less than 4-to-1. (Commentary: Sec. A.4.3.1. Tier 2: Sec. 5.6.3) C NC N/A U OTHER DIAPHRAGMS: The diaphragm does not consist of a system other than wood, metal deck, concrete, or horizontal bracing. (Commentary: Sec. A.4.7.1. Tier 2: Sec. 5.6.5) Connections C NC N/A U STIFFNESS OF WALL ANCHORS: Anchors of concrete or masonry walls to wood structural elements are installed taut and are stiff enough to limit the relative movement between the wall and the diaphragm to no greater than 1/8 in. before engagement of the anchors. (Commentary: Sec. A.5.1.4. Tier 2: Sec. 5.7.1.2) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 98Seismic Evaluation and Retrofit of Existing Buildings 501 Project:____________________________________________Location:____________________________________________ Completed by: _______________________________________Date:________________________________________________ 16.17 NONSTRUCTURAL CHECKLIST Life Safety Systems C NC N/A U LS-LMH; PR-LMH. FIRE SUPPRESSION PIPING: Fire suppression piping is anchored and braced in accordance with NFPA-13. (Commentary: Sec. A.7.13.1. Tier 2: Sec. 13.7.4) C NC N/A U LS-LMH; PR-LMH. FLEXIBLE COUPLINGS: Fire suppression piping has flexible couplings in accordance with NFPA-13. (Commentary: Sec. A.7.13.2. Tier 2: Sec. 13.7.4) C NC N/A U LS-LMH; PR-LMH. EMERGENCY POWER: Equipment used to power or control life safety systems is anchored or braced. (Commentary: Sec. A.7.12.1. Tier 2: Sec. 13.7.7) C NC N/A U LS-LMH; PR-LMH. STAIR AND SMOKE DUCTS: Stair pressurization and smoke control ducts are braced and have flexible connections at seismic joints. (Commentary: Sec. A.7.14.1. Tier 2: Sec. 13.7.6) C NC N/A U LS-MH; PR-MH. SPRINKLER CEILING CLEARANCE: Penetrations through panelized ceilings for fi re suppression devices provide clearances in accordance with NFPA-13. (Commentary: Sec. A.7.13.3. Tier 2: Sec. 13.7.4) C NC N/A U LS-not required; PR-LMH. EMERGENCY LIGHTING: Emergency and egress lighting equipment is anchored or braced. (Commentary: Sec. A.7.3.1. Tier 2: Sec. 13.7.9) Hazardous Materials C NC N/A U LS-LMH; PR-LMH. HAZARDOUS MATERIAL EQUIPMENT: Equipment mounted on vibration isolators and containing hazardous material is equipped with restraints or snubbers. (Commentary: Sec. A.7.12.2. Tier 2: 13.7.1) C NC N/A U LS-LMH; PR-LMH. HAZARDOUS MATERIAL STORAGE: Breakable containers that hold hazardous material, including gas cylinders, are restrained by latched doors, shelf lips, wires, or other methods. (Commentary: Sec. A.7.15.1. Tier 2: Sec. 13.8.4) C NC N/A U LS-MH; PR-MH. HAZARDOUS MATERIAL DISTRIBUTION: Piping or ductwork conveying hazardous materials is braced or otherwise protected from damage that would allow hazardous material release. (Commentary: Sec. A.7.13.4. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-MH; PR-MH. SHUT-OFF VALVES: Piping containing hazardous material, including natural gas, has shut- off valves or other devices to limit spills or leaks. (Commentary: Sec. A.7.13.3. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-LMH; PR-LMH. FLEXIBLE COUPLINGS: Hazardous material ductwork and piping, including natural gas piping, has flexible couplings. (Commentary: Sec. A.7.15.4, Tier 2: Sec.13.7.3 and 13.7.5) C NC N/A U LS-MH; PR-MH. PIPING OR DUCTS CROSSING SEISMIC JOINTS: Piping or ductwork carrying hazardous material that either crosses seismic joints or isolation planes or is connected to independent structures has couplings or other details to accommodate the relative seismic displacements. (Commentary: Sec. A.7.13.6. Tier 2: Sec.13.7.3, 13.7.5, and 13.7.6) Partitions C NC N/A U LS-LMH; PR-LMH. UNREINFORCED MASONRY: Unreinforced masonry or hollow-clay tile partitions are braced at a spacing of at most 10 ft in Low or Moderate Seismicity, or at most 6 ft in High Seismicity. (Commentary: Sec. A.7.1.1. Tier 2: Sec. 13.6.2) C NC N/A U LS-LMH; PR-LMH. HEAVY PARTITIONS SUPPORTED BY CEILINGS: The tops of masonry or hollow- clay tile partitions are not laterally supported by an integrated ceiling system. (Commentary: Sec. A.7.2.1. Tier 2: Sec. 13.6.2) C NC N/A U LS-MH; PR-MH. DRIFT: Rigid cementitious partitions are detailed to accommodate the following drift ratios: in steel moment frame, concrete moment frame, and wood frame buildings, 0.02; in other buildings, 0.005. (Commentary A.7.1.2 Tier 2: Sec. 13.6.2) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 99502 STANDARD 41-13 C NC N/A U LS-not required; PR-MH. LIGHT PARTITIONS SUPPORTED BY CEILINGS: The tops of gypsum board partitions are not laterally supported by an integrated ceiling system. (Commentary: Sec. A.7.2.1. Tier 2: Sec. 13.6.2) C NC N/A U LS-not required; PR-MH. STRUCTURAL SEPARATIONS: Partitions that cross structural separations have seismic or control joints. (Commentary: Sec. A.7.1.3. Tier 2. Sec. 13.6.2) C NC N/A U LS-not required; PR-MH. TOPS: The tops of ceiling-high framed or panelized partitions have lateral bracing to the structure at a spacing equal to or less than 6 ft. (Commentary: Sec. A.7.1.4. Tier 2. Sec. 13.6.2) Ceilings C NC N/A U LS-MH; PR-LMH. SUSPENDED LATH AND PLASTER: Suspended lath and plaster ceilings have attachments that resist seismic forces for every 12 ft 2 of area. (Commentary: Sec. A.7.2.3. Tier 2: Sec. 13.6.4) C NC N/A U LS-MH; PR-LMH. SUSPENDED GYPSUM BOARD: Suspended gypsum board ceilings have attachments that resist seismic forces for every 12 ft 2 of area. (Commentary: Sec. A.7.2.3. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-MH. INTEGRATED CEILINGS: Integrated suspended ceilings with continuous areas greater than 144 ft 2, and ceilings of smaller areas that are not surrounded by restraining partitions, are laterally restrained at a spacing no greater than 12 ft with members attached to the structure above. Each restraint location has a minimum of four diagonal wires and compression struts, or diagonal members capable of resisting compression. (Commentary: Sec. A.7.2.2. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-MH. EDGE CLEARANCE: The free edges of integrated suspended ceilings with continuous areas greater than 144 ft 2 have clearances from the enclosing wall or partition of at least the following: in Moderate Seismicity, 1/2 in.; in High Seismicity, 3/4 in. (Commentary: Sec. A.7.2.4. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-MH. CONTINUITY ACROSS STRUCTURE JOINTS: The ceiling system does not cross any seismic joint and is not attached to multiple independent structures. (Commentary: Sec. A.7.2.5. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-H. EDGE SUPPORT: The free edges of integrated suspended ceilings with continuous areas greater than 144 ft 2 are supported by closure angles or channels not less than 2 in. wide. (Commentary: Sec. A.7.2.6. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-H. SEISMIC JOINTS: Acoustical tile or lay-in panel ceilings have seismic separation joints such that each continuous portion of the ceiling is no more than 2500 ft 2 and has a ratio of long-to-short dimension no more than 4-to-1. (Commentary: Sec. A.7.2.7. Tier 2: 13.6.4) Light Fixtures C NC N/A U LS-MH; PR-MH. INDEPENDENT SUPPORT: Light fixtures that weigh more per square foot than the ceiling they penetrate are supported independent of the grid ceiling suspension system by a minimum of two wires at diagonally opposite corners of each fixture. (Commentary: Sec. A.7.3.2. Tier 2: Sec. 13.6.4 and 13.7.9) C NC N/A U LS-not required; PR-H. PENDANT SUPPORTS: Light fixtures on pendant supports are attached at a spacing equal to or less than 6 ft and, if rigidly supported, are free to move with the structure to which they are attached without damaging adjoining components. (Commentary: A.7.3.3. Tier 2: Sec. 13.7.9) C NC N/A U LS-not required; PR-H. LENS COVERS: Lens covers on light fixtures are attached with safety devices. (Commentary: Sec. A.7.3.4. Tier 2: Sec. 13.7.9) Cladding and Glazing C NC N/A U LS-MH; PR-MH. CLADDING ANCHORS: Cladding components weighing more than 10 lb/ft 2 are mechanically anchored to the structure at a spacing equal to or less than the following: for Life Safety in Moderate Seismicity, 6 ft; for Life Safety in High Seismicity and for Position Retention in any seismicity, 4 ft. (Commentary: Sec. A.7.4.1. Tier 2: Sec. 13.6.1) C NC N/A U LS-MH; PR-MH. CLADDING ISOLATION: For steel or concrete moment frame buildings, panel connections are detailed to accommodate a story drift ratio of at least the following: for Life Safety in Moderate Seismicity,0.01; for Life Safety in High Seismicity and for Position Retention in any seismicity, 0.02. (Commentary: Sec. A.7.4.3. Tier 2: Section 13.6.1) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 100Seismic Evaluation and Retrofit of Existing Buildings 503 C NC N/A U LS-MH; PR-MH. MULTI-STORY PANELS: For multi-story panels attached at more than one fl oor level, panel connections are detailed to accommodate a story drift ratio of at least the following: for Life Safety in Moderate Seismicity, 0.01; for Life Safety in High Seismicity and for Position Retention in any seismicty, 0.02. (Commentary: Sec. A.7.4.4. Tier 2: Sec. 13.6.1) C NC N/A U LS-MH; PR-MH. PANEL CONNECTIONS: Cladding panels are anchored out-of-plane with a minimum number of connections for each wall panel, as follows: for Life Safety in Moderate Seismicity, 2 connections; for Life Safety in High Seismicity and for Position Retention in any seismicity, 4 connections. (Commentary: Sec. A.7.4.5. Tier 2: Sec. 13.6.1.4) C NC N/A U LS-MH; PR-MH. BEARING CONNECTIONS: Where bearing connections are used, there is a minimum of two bearing connections for each cladding panel. (Commentary: Sec. A.7.4.6. Tier 2: Sec. 13.6.1.4) C NC N/A U LS-MH; PR-MH. INSERTS: Where concrete cladding components use inserts, the inserts have positive anchorage or are anchored to reinforcing steel. (Commentary: Sec. A.7.4.7. Tier 2: Sec. 13.6.1.4) C NC N/A U LS-MH; PR-MH. OVERHEAD GLAZING: Glazing panes of any size in curtain walls and individual interior or exterior panes over 16 ft 2 in area are laminated annealed or laminated heat-strengthened glass and are detailed to remain in the frame when cracked. (Commentary: Sec. A.7.4.8: Tier 2: Sec. 13.6.1.5) Masonry Veneer C NC N/A U LS-LMH; PR-LMH. TIES: Masonry veneer is connected to the backup with corrosion-resistant ties. There is a minimum of one tie for every 2-2/3 ft 2, and the ties have spacing no greater than the following: for Life Safety in Low or Moderate Seismicity, 36 in.; for Life Safety in High Seismicity and for Position Retention in any seismicity, 24 in. (Commentary: Sec. A.7.5.1. Tier 2: Sec. 13.6.1.2) C NC N/A U LS-LMH; PR-LMH. SHELF ANGLES: Masonry veneer is supported by shelf angles or other elements at each floor above the ground floor. (Commentary: Sec. A.7.5.2. Tier 2: Sec. 13.6.1.2) C NC N/A U LS-LMH; PR-LMH. WEAKENED PLANES: Masonry veneer is anchored to the backup adjacent to weakened planes, such as at the locations of flashing. (Commentary: Sec. A.7.5.3. Tier 2: Sec. 13.6.1.2) C NC N/A U LS-LMH; PR-LMH. UNREINFORCED MASONRY BACKUP: There is no unreinforced masonry backup. (Commentary: Sec. A.7.7.2. Tier 2: Section 13.6.1.1 and 13.6.1.2) C NC N/A U LS-MH; PR-MH. STUD TRACKS: For veneer with metal stud backup, stud tracks are fastened to the structure at a spacing equal to or less than 24 in. on center. (Commentary: Sec. A.7.6.1. Tier 2: Section 13.6.1.1 and 13.6.1.2) C NC N/A U LS-MH; PR-MH. ANCHORAGE: For veneer with concrete block or masonry backup, the backup is positively anchored to the structure at a horizontal spacing equal to or less than 4 ft along the floors and roof. (Commentary: Sec. A.7.7.1. Tier 2: Section 13.6.1.1 and 13.6.1.2) C NC N/A U LS-not required; PR-MH. WEEP HOLES: In veneer anchored to stud walls, the veneer has functioning weep holes and base flashing. (Commentary: Sec. A.7.5.6. Tier 2: Section 13.6.1.2) C NC N/A U LS-not required; PR-MH. OPENINGS: For veneer with metal stud backup, steel studs frame window and door openings. (Commentary: Sec. A.7.6.2. Tier 2: Sec. 13.6.1.1 and 13.6.1.2) Parapets, Cornices, Ornamentation, and Appendages C NC N/A U LS-LMH; PR-LMH. URM PARAPETS OR CORNICES: Laterally unsupported unreinforced masonry parapets or cornices have height-to-thickness ratios no greater than the following: for Life Safety in Low or Moderate Seismicity, 2.5; for Life Safety in High Seismicity and for Position Retention in any seismicity, 1.5. (Commentary: Sec. A.7.8.1. Tier 2: Sec. 13.6.5) C NC N/A U LS-LMH; PR-LMH. CANOPIES: Canopies at building exits are anchored to the structure at a spacing no greater than the following: for Life Safety in Low or Moderate Seismicity, 10 ft; for Life Safety in High Seismicity and for Position Retention in any seismicity, 6 ft. (Commentary: Sec. A.7.8.2. Tier 2: Sec. 13.6.6) C NC N/A U LS-MH; PR-LMH. CONCRETE PARAPETS: Concrete parapets with height-to-thickness ratios greater than 2.5 have vertical reinforcement. (Commentary: Sec. A.7.8.3. Tier 2: Sec. 13.6.5) C NC N/A U LS-MH; PR-LMH. APPENDAGES: Cornices, parapets, signs, and other ornamentation or appendages that extend above the highest point of anchorage to the structure or cantilever from components are reinforced and anchored to the structural system at a spacing equal to or less than 6 ft. This checklist item does not apply to parapets or cornices covered by other checklist items. (Commentary: Sec. A.7.8.4. Tier 2: Sec. 13.6.6) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 101504 STANDARD 41-13 Masonry Chimneys C NC N/A U LS-LMH; PR-LMH. URM CHIMNEYS: Unreinforced masonry chimneys extend above the roof surface no more than the following: for Life Safety in Low or Moderate Seismicity, 3 times the least dimension of the chimney; for Life Safety in High Seismicity and for Position Retention in any seismicity, 2 times the least dimension of the chimney. (Commentary: Sec. A.7.9.1. Tier 2: 13.6.7) C NC N/A U LS-LMH; PR-LMH. ANCHORAGE: Masonry chimneys are anchored at each floor level, at the topmost ceiling level, and at the roof. (Commentary: Sec. A.7.9.2. Tier 2: 13.6.7) Stairs C NC N/A U LS-LMH; PR-LMH. STAIR ENCLOSURES: Hollow-clay tile or unreinforced masonry walls around stair enclosures are restrained out-of-plane and have height-to-thickness ratios not greater than the following: for Life Safety in Low or Moderate Seismicity, 15-to-1; for Life Safety in High Seismicity and for Position Retention in any seismicity, 12-to-1. (Commentary: Sec. A.7.10.1. Tier 2: Sec. 13.6.2 and 13.6.8) C NC N/A U LS-LMH; PR-LMH. STAIR DETAILS: In moment frame structures, the connection between the stairs and the structure does not rely on shallow anchors in concrete. Alternatively, the stair details are capable of accommodating the drift calculated using the Quick Check procedure of Section 4.5.3.1 without including any lateral stiffness contribution from the stairs. (Commentary: Sec. A.7.10.2. Tier 2: 13.6.8) Contents and Furnishings C NC N/A U LS-MH; PR-MH. INDUSTRIAL STORAGE RACKS: Industrial storage racks or pallet racks more than 12 ft high meet the requirements of ANSI/MH 16.1 as modified by ASCE 7 Chapter 15. (Commentary: Sec. A.7.11.1. Tier 2: Sec. 13.8.1) C NC N/A U LS-H; PR-MH. TALL NARROW CONTENTS: Contents more than 6 ft high with a height-to-depth or height- to-width ratio greater than 3-to-1 are anchored to the structure or to each other. (Commentary: Sec. A.7.11.2. Tier 2: Sec. 13.8.2) C NC N/A U LS-H; PR-H. FALL-PRONE CONTENTS: Equipment, stored items, or other contents weighing more than 20 lb whose center of mass is more than 4 ft above the adjacent floor level are braced or otherwise restrained. (Commentary: Sec. A.7.11.3. Tier 2: Sec. 13.8.2) C NC N/A U LS-not required; PR-MH. ACCESS FLOORS: Access floors more than 9 in. high are braced. (Commentary: Sec. A.7.11.4. Tier 2: Sec. 13.8.3) C NC N/A U LS-not required; PR-MH. EQUIPMENT ON ACCESS FLOORS: Equipment and other contents supported by access floor systems are anchored or braced to the structure independent of the access fl oor. (Commentary: Sec. A.7.11.5. Tier 2: Sec. 13.7.7 and 13.8.3) C NC N/A U LS-not required; PR-H. SUSPENDED CONTENTS: Items suspended without lateral bracing are free to swing from or move with the structure from which they are suspended without damaging themselves or adjoining components. (Commentary. A.7.11.6. Tier 2: Sec. 13.8.2) Mechanical and Electrical Equipment C NC N/A U LS-H; PR-H. FALL-PRONE EQUIPMENT: Equipment weighing more than 20 lb whose center of mass is more than 4 ft above the adjacent floor level, and which is not in-line equipment, is braced. (Commentary: A.7.12.4. Tier 2: 13.7.1 and 13.7.7) C NC N/A U LS-H; PR-H. IN-LINE EQUIPMENT: Equipment installed in-line with a duct or piping system, with an operating weight more than 75 lb, is supported and laterally braced independent of the duct or piping system. (Commentary: Sec. A.7.12.5. Tier 2: Sec. 13.7.1) C NC N/A U LS-H; PR-MH. TALL NARROW EQUIPMENT: Equipment more than 6 ft high with a height-to-depth or height-to-width ratio greater than 3-to-1 is anchored to the floor slab or adjacent structural walls. (Commentary: Sec. A.7.12.6. Tier 2: Sec. 13.7.1 and 13.7.7) C NC N/A U LS-not required; PR-MH. MECHANICAL DOORS: Mechanically operated doors are detailed to operate at a story drift ratio of 0.01. (Commentary: Sec. A.7.12.7. Tier 2: Sec. 13.6.9) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 102Seismic Evaluation and Retrofit of Existing Buildings 505 C NC N/A U LS-not required; PR-H. SUSPENDED EQUIPMENT: Equipment suspended without lateral bracing is free to swing from or move with the structure from which it is suspended without damaging itself or adjoining components. (Commentary: Sec. A.7.12.8. Tier 2: Sec. 13.7.1 and 13.7.7) C NC N/A U LS-not required; PR-H. VIBRATION ISOLATORS: Equipment mounted on vibration isolators is equipped with horizontal restraints or snubbers and with vertical restraints to resist overturning. (Commentary: Sec. A.7.12.9. Tier 2: Sec. 13.7.1) C NC N/A U LS-not required; PR-H. HEAVY EQUIPMENT: Floor-supported or platform-supported equipment weighing more than 400 lb is anchored to the structure. (Commentary: Sec. A.7.12.10. Tier 2: 13.7.1 and 13.7.7) C NC N/A U LS-not required; PR-H. ELECTRICAL EQUIPMENT: Electrical equipment is laterally braced to the structure. (Commentary: Sec. A.7.12.11. Tier 2: 13.7.7) C NC N/A U LS-not required; PR-H. CONDUIT COUPLINGS: Conduit greater than 2.5 in. trade size that is attached to panels, cabinets, or other equipment and is subject to relative seismic displacement has flexible couplings or connections. (Commentary: Sec. A.7.12.12. Tier 2: 13.7.8) Piping C NC N/A U LS-not required; PR-H. FLEXIBLE COUPLINGS: Fluid and gas piping has flexible couplings. (Commentary: Sec. A.7.13.2. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-not required; PR-H. FLUID AND GAS PIPING: Fluid and gas piping is anchored and braced to the structure to limit spills or leaks. (Commentary: Sec. A.7.13.4. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-not required; PR-H. C-CLAMPS: One-sided C-clamps that support piping larger than 2.5 in. in diameter are restrained. (Commentary: Sec. A.7.13.5. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-not required; PR-H. PIPING CROSSING SEISMIC JOINTS: Piping that crosses seismic joints or isolation planes or is connected to independent structures has couplings or other details to accommodate the relative seismic displacements. (Commentary: Sec. A7.13.6. Tier 2: Sec.13.7.3 and Sec. 13.7.5) Ducts C NC N/A U LS-not required; PR-H. DUCT BRACING: Rectangular ductwork larger than 6 ft 2 in cross-sectional area and round ducts larger than 28 in. in diameter are braced. The maximum spacing of transverse bracing does not exceed 30 ft. The maximum spacing of longitudinal bracing does not exceed 60 ft. (Commentary: Sec. A.7.14.2. Tier 2: Sec. 13.7.6) C NC N/A U LS-not required; PR-H. DUCT SUPPORT: Ducts are not supported by piping or electrical conduit. (Commentary: Sec. A.7.14.3. Tier 2: Sec. 13.7.6) C NC N/A U LS-not required; PR-H. DUCTS CROSSING SEISMIC JOINTS: Ducts that cross seismic joints or isolation planes or are connected to independent structures have couplings or other details to accommodate the relative seismic displacements. (Commentary: Sec. A.7.14.5. Tier 2: Sec. 13.7.6) Elevators C NC N/A U LS-H; PR-H. RETAINER GUARDS: Sheaves and drums have cable retainer guards. (Commentary: Sec. A.7.16.1. Tier 2: 13.8.6) C NC N/A U LS-H; PR-H. RETAINER PLATE: A retainer plate is present at the top and bottom of both car and counterweight. (Commentary: Sec. A.7.16.2. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. ELEVATOR EQUIPMENT: Equipment, piping, and other components that are part of the elevator system are anchored. (Commentary: Sec. A.7.16.3. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. SEISMIC SWITCH: Elevators capable of operating at speeds of 150 ft/min or faster are equipped with seismic switches that meet the requirements of ASME A17.1 or have trigger levels set to 20% of the acceleration of gravity at the base of the structure and 50% of the acceleration of gravity in other locations. (Commentary: Sec. A.7.16.4. Tier 2: 13.8.6) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 103506 STANDARD 41-13 C NC N/A U LS-not required; PR-H. SHAFT WALLS: Elevator shaft walls are anchored and reinforced to prevent toppling into the shaft during strong shaking. (Commentary: Sec. A.7.16.5. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. COUNTERWEIGHT RAILS: All counterweight rails and divider beams are sized in accordance with ASME A17.1. (Commentary: Sec. A.7.16.6. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. BRACKETS: The brackets that tie the car rails and the counterweight rail to the structure are sized in accordance with ASME A17.1. (Commentary: Sec. A.7.16.7. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. SPREADER BRACKET: Spreader brackets are not used to resist seismic forces. (Commentary: Sec. A.7.16.8. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. GO-SLOW ELEVATORS: The building has a go-slow elevator system. (Commentary: Sec. A.7.16.9. Tier 2: 13.8.6) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 104 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 105 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 106 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 107 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 108 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 109 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 110 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 111 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 112 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 113 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 114 Atascadero F/Station SWA17005 Stork Wolfe and Associates Atascadero Fire Station - 2 High SWA17005 Rahel B 6/16/2017 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 115 440 STANDARD 41-13 Project:____________________________________________Location:____________________________________________ Completed by: _______________________________________Date:________________________________________________ 16.1.2IO IMMEDIATE OCCUPANCY BASIC CONFIGURATION CHECKLIST Very Low Seismicity Building System General C NC N/A U LOAD PATH: The structure shall contain a complete, well-defined load path, including structural elements and connections, that serves to transfer the inertial forces associated with the mass of all elements of the building to the foundation. (Commentary: Sec. A.2.1.1. Tier 2: Sec. 5.4.1.1) C NC N/A U ADJACENT BUILDINGS: The clear distance between the building being evaluated and any adjacent building is greater than 4% of the height of the shorter building. This statement need not apply for the following building types: W1, W1a, and W2. (Commentary: Sec. A.2.1.2. Tier 2: Sec. 5.4.1.2) C NC N/A U MEZZANINES: Interior mezzanine levels are braced independently from the main structure or are anchored to the seismic-force-resisting elements of the main structure. (Commentary: Sec. A.2.1.3. Tier 2: Sec. 5.4.1.3) Building Configuration C NC N/A U WEAK STORY: The sum of the shear strengths of the seismic-force-resisting system in any story in each direction shall not be less than 80% of the strength in the adjacent story above. (Commentary: Sec. A.2.2.2.Tier 2: Sec. 5.4.2.1) C NC N/A U SOFT STORY: The stiffness of the seismic-force-resisting system in any story shall not be less than 70% of the seismic-force-resisting system stiffness in an adjacent story above or less than 80% of the average seismic- force-resisting system stiffnessof the three stories above. (Commentary: Sec. A.2.2.3. Tier 2: Sec. 5.4.2.2) C NC N/A U VERTICAL IRREGULARITIES: All vertical elements in the seismic-force-resisting system are continuous to the foundation. (Commentary: Sec. A.2.2.4. Tier 2: Sec. 5.4.2.3) C NC N/A U GEOMETRY: There are no changes in the net horizontal dimension of the seismic-force-resisting system of more than 30% in a story relative to adjacent stories, excluding one-story penthouses and mezzanines. (Commentary: Sec. A.2.2.5. Tier 2: Sec. 5.4.2.4) C NC N/A U MASS: There is no change in effective mass more than 50% from one story to the next. Light roofs, penthouses, and mezzanines need not be considered. (Commentary: Sec. A.2.2.6. Tier 2: Sec. 5.4.2.5) C NC N/A U TORSION: The estimated distance between the story center of mass and the story center of rigidity is less than 20% of the building width in either plan dimension. (Commentary: Sec. A.2.2.7. Tier 2: Sec. 5.4.2.6) Low Seismicity: Complete the Following Items in Additionto the Items for Very Low Seismicity. Geologic Site Hazards C NC N/A U LIQUEFACTION: Liquefaction-susceptible, saturated, loose granular soils that could jeopardize the building ’s seismic performance shall not exist in the foundation soils at depths within 50 ft under the building. (Commentary: Sec. A.6.1.1. Tier 2: 5.4.3.1) C NC N/A U SLOPE FAILURE: The building site is sufficiently remote from potential earthquake-induced slope failures or rockfalls to be unaffected by such failures or is capable of accommodating any predicted movements without failure. (Commentary: Sec. A.6.1.2. Tier 2: 5.4.3.1) C NC N/A U SURFACE FAULT RUPTURE: Surface fault rupture and surface displacement at the building site are not anticipated. (Commentary: Sec. A.6.1.3. Tier 2: 5.4.3.1) Moderate and High Seismicity: Complete the Following Items in Addition to the Items for Low Seismicity. Foundation Confi guration C NC N/A U OVERTURNING: The ratio of the least horizontal dimension of the seismic-force-resisting system at the foundation level to the building height (base/height) is greater than 0.6 Sa. (Commentary: Sec. A.6.2.1. Tier 2: Sec. 5.4.3.3) C NC N/A U TIES BETWEEN FOUNDATION ELEMENTS: The foundation has ties adequate to resist seismic forces where footings, piles, and piers are not restrained by beams, slabs, or soils classified as Site Class A, B, or C. (Commentary: Sec. A.6.2.2. Tier 2: Sec. 5.4.3.4) Atascadero Fire Station - 2 Stork Wolfe, & Associates 9801 W Front Rd.Atascadero,CA,93422 1/30/2017 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 116 Seismic Evaluation and Retrofit of Existing Buildings 443 Project:____________________________________________Location:____________________________________________ Completed by: _______________________________________Date:________________________________________________ 16.2IO IMMEDIATE OCCUPANCY STRUCTURAL CHECKLIST FOR BUILDING TYPES W1: WOOD LIGHT FRAMES AND W1A: MULTI-STORY, MULTI-UNIT RESIDENTIAL WOOD FRAME Very Low Seismicity Seismic-Force-Resisting System C NC N/A U REDUNDANCY: The number of lines of shear walls in each principal direction is greater than or equal to 2. (Commentary: Sec. A.3.2.1.1. Tier 2: Sec. 5.5.1.1) C NC N/A U SHEAR STRESS CHECK: The shear stress in the shear walls, calculated using the Quick Check procedure of Section 4.5.3.3, is less than the following values (Commentary: Sec. A.3.2.7.1. Tier 2: Sec. 5.5.3.1.1): Structural panel sheathing 1,000 lb/ftDiagonal sheathing 700 lb/ftStraight sheathing 100 lb/ft All other conditions 100 lb/ft C NC N/A U STUCCO (EXTERIOR PLASTER) SHEAR WALLS: Multi-story buildings do not rely on exterior stucco walls as the primary seismic-force-resisting system. (Commentary: Sec. A.3.2.7.2. Tier 2: Sec. 5.5.3.6.1) C NC N/A U GYPSUM WALLBOARD OR PLASTER SHEAR WALLS: Interior plaster or gypsum wallboard are not used as shear walls on buildings more than one story high with the exception of the uppermost level of a multi- story building. (Commentary: Sec. A.3.2.7.3. Tier 2: Sec. 5.5.3.6.1) C NC N/A U NARROW WOOD SHEAR WALLS: Narrow wood shear walls with an aspect ratio greater than 2-to-1 are not used to resist seismic forces. (Commentary: Sec. A.3.2.7.4. Tier 2: Sec. 5.5.3.6.1) C NC N/A U WALLS CONNECTED THROUGH FLOORS: Shear walls have an interconnection between stories to transfer overturning and shear forces through the floor. (Commentary: Sec. A.3.2.7.5. Tier 2: Sec.5.5.3.6.2) C NC N/A U HILLSIDE SITE: For structures that are taller on at least one side by more than one-half story because of a sloping site, all shear walls on the downhill slope have an aspect ratio less than 1 to 2. (Commentary: Sec. A.3.2.7.6. Tier 2: Sec.5.5.3.6.3) C NC N/A U CRIPPLE WALLS: Cripple walls below fi rst-floor-level shear walls are braced to the foundation with wood structural panels. (Commentary: Sec. A.3.2.7.7. Tier 2: Sec. 5.5.3.6.4) C NC N/A U OPENINGS: Walls with openings greater than 80% of the length are braced with wood structural panel shear walls with aspect ratios of not more than 1.5-to-1 or are supported by adjacent construction through positive ties capable of transferring the seismic forces. (Commentary: Sec. A.3.2.7.8. Tier 2: Sec. 5.5.3.6.5) Connections C NC N/A U WOOD POSTS: There is a positive connection of wood posts to the foundation. (Commentary: Sec. A.5.3.3. Tier 2: Sec. 5.7.3.3) C NC N/A U WOOD SILLS: All wood sills are bolted to the foundation. (Commentary: Sec. A.5.3.4. Tier 2: Sec. 5.7.3.3) C NC N/A U GIRDER/COLUMN CONNECTION: There is a positive connection using plates, connection hardware, or straps between the girder and the column support. (Commentary: Sec. A.5.4.1. Tier 2: Sec. 5.7.4.1) Foundation System C NC N/A U DEEP FOUNDATIONS: Piles and piers are capable of transferring the lateral forces between the structure and the soil. (Commentary: Sec. A.6.2.3.) C NC N/A U SLOPING SITES: The difference in foundation embedment depth from one side of the building to another shall not exceed one story high. (Commentary: Sec. A.6.2.4) Atascadero Fire Station-2 9801 W Front Rd.Atascadero,CA,93422 Stork Wolfe, & Associates Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 117 444 STANDARD 41-13 Low, Moderate, and High Seismicity: Complete the Following Items in Addition to the Items for Very Low Seismicity. Seismic-Force-Resisting System C NC N/A U HOLD-DOWN ANCHORS: All shear walls have hold-down anchors, constructed per acceptable construction practices, attached to the end studs. (Commentary: Sec. A.3.2.7.9. Tier 2: Sec. 5.5.3.6.6) C NC N/A U NARROW WOOD SHEAR WALLS: Narrow wood shear walls with an aspect ratio greater than 1.5-to-1 are not used to resist seismic forces. (Commentary: Sec. A.3.2.7.4. Tier 2: Sec. 5.5.3.6.1) Diaphragms C NC N/A U DIAPHRAGM CONTINUITY: The diaphragms are not composed of split-level floors and do not have expansion joints. (Commentary: Sec. A.4.1.1. Tier 2: Sec. 5.6.1.1) C NC N/A U ROOF CHORD CONTINUITY: All chord elements are continuous, regardless of changes in roof elevation. (Commentary: Sec. A.4.1.3. Tier 2: Sec. 5.6.1.1) C NC N/A U PLAN IRREGULARITIES: There is tensile capacity to develop the strength of the diaphragm at reentrant corners or other locations of plan irregularities. (Commentary: Sec. A.4.1.7. Tier 2: Sec. 5.6.1.4) C NC N/A U DIAPHRAGM REINFORCEMENT AT OPENINGS: There is reinforcing around all diaphragm openings larger than 50% of the building width in either major plan dimension. (Commentary: Sec. A.4.1.8. Tier 2: Sec. 5.6.1.5) C NC N/A U STRAIGHT SHEATHING: All straight sheathed diaphragms have aspect ratios less than 1-to-1 in the direction being considered. (Commentary: Sec. A.4.2.1. Tier 2: Sec. 5.6.2) C NC N/A U SPANS: All wood diaphragms with spans greater than 12 ft consist of wood structural panels or diagonal sheathing. (Commentary: Sec. A.4.2.2. Tier 2: Sec. 5.6.2) C NC N/A U DIAGONALLY SHEATHED AND UNBLOCKED DIAPHRAGMS: All diagonally sheathed or unblocked wood structural panel diaphragms have horizontal spans less than 30 ft and aspect ratios less than or equal to 3-to-1 ft. (Commentary: Sec. A.4.2.3. Tier 2: Sec. 5.6.2) C NC N/A U OTHER DIAPHRAGMS: The diaphragm does not consist of a system other than wood, metal deck, concrete, or horizontal bracing. (Commentary: Sec. A.4.7.1. Tier 2: Sec. 5.6.5) Connections C NC N/A U WOOD SILL BOLTS: Sill bolts are spaced at 4 ft or less, with proper edge and end distance provided for wood and concrete. (Commentary: Sec. A.5.3.7. Tier 2: Sec. 5.7.3.3) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 118 Seismic Evaluation and Retrofit of Existing Buildings 501 Project:____________________________________________Location:____________________________________________ Completed by: _______________________________________Date:________________________________________________ 16.17 NONSTRUCTURAL CHECKLIST Life Safety Systems C NC N/A U LS-LMH; PR-LMH. FIRE SUPPRESSION PIPING: Fire suppression piping is anchored and braced in accordance with NFPA-13. (Commentary: Sec. A.7.13.1. Tier 2: Sec. 13.7.4) C NC N/A U LS-LMH; PR-LMH. FLEXIBLE COUPLINGS: Fire suppression piping has flexible couplings in accordance with NFPA-13. (Commentary: Sec. A.7.13.2. Tier 2: Sec. 13.7.4) C NC N/A U LS-LMH; PR-LMH. EMERGENCY POWER: Equipment used to power or control life safety systems is anchored or braced. (Commentary: Sec. A.7.12.1. Tier 2: Sec. 13.7.7) C NC N/A U LS-LMH; PR-LMH. STAIR AND SMOKE DUCTS: Stair pressurization and smoke control ducts are braced and have flexible connections at seismic joints. (Commentary: Sec. A.7.14.1. Tier 2: Sec. 13.7.6) C NC N/A U LS-MH; PR-MH. SPRINKLER CEILING CLEARANCE: Penetrations through panelized ceilings for fi re suppression devices provide clearances in accordance with NFPA-13. (Commentary: Sec. A.7.13.3. Tier 2: Sec. 13.7.4) C NC N/A U LS-not required; PR-LMH. EMERGENCY LIGHTING: Emergency and egress lighting equipment is anchored or braced. (Commentary: Sec. A.7.3.1. Tier 2: Sec. 13.7.9) Hazardous Materials C NC N/A U LS-LMH; PR-LMH. HAZARDOUS MATERIAL EQUIPMENT: Equipment mounted on vibration isolators and containing hazardous material is equipped with restraints or snubbers. (Commentary: Sec. A.7.12.2. Tier 2: 13.7.1) C NC N/A U LS-LMH; PR-LMH. HAZARDOUS MATERIAL STORAGE: Breakable containers that hold hazardous material, including gas cylinders, are restrained by latched doors, shelf lips, wires, or other methods. (Commentary: Sec. A.7.15.1. Tier 2: Sec. 13.8.4) C NC N/A U LS-MH; PR-MH. HAZARDOUS MATERIAL DISTRIBUTION: Piping or ductwork conveying hazardous materials is braced or otherwise protected from damage that would allow hazardous material release. (Commentary: Sec. A.7.13.4. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-MH; PR-MH. SHUT-OFF VALVES: Piping containing hazardous material, including natural gas, has shut- off valves or other devices to limit spills or leaks. (Commentary: Sec. A.7.13.3. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-LMH; PR-LMH. FLEXIBLE COUPLINGS: Hazardous material ductwork and piping, including natural gas piping, has flexible couplings. (Commentary: Sec. A.7.15.4, Tier 2: Sec.13.7.3 and 13.7.5) C NC N/A U LS-MH; PR-MH. PIPING OR DUCTS CROSSING SEISMIC JOINTS: Piping or ductwork carrying hazardous material that either crosses seismic joints or isolation planes or is connected to independent structures has couplings or other details to accommodate the relative seismic displacements. (Commentary: Sec. A.7.13.6. Tier 2: Sec.13.7.3, 13.7.5, and 13.7.6) Partitions C NC N/A U LS-LMH; PR-LMH. UNREINFORCED MASONRY: Unreinforced masonry or hollow-clay tile partitions are braced at a spacing of at most 10 ft in Low or Moderate Seismicity, or at most 6 ft in High Seismicity. (Commentary: Sec. A.7.1.1. Tier 2: Sec. 13.6.2) C NC N/A U LS-LMH; PR-LMH. HEAVY PARTITIONS SUPPORTED BY CEILINGS: The tops of masonry or hollow- clay tile partitions are not laterally supported by an integrated ceiling system. (Commentary: Sec. A.7.2.1. Tier 2: Sec. 13.6.2) C NC N/A U LS-MH; PR-MH. DRIFT: Rigid cementitious partitions are detailed to accommodate the following drift ratios: in steel moment frame, concrete moment frame, and wood frame buildings, 0.02; in other buildings, 0.005. (Commentary A.7.1.2 Tier 2: Sec. 13.6.2) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 119502 STANDARD 41-13 C NC N/A U LS-not required; PR-MH. LIGHT PARTITIONS SUPPORTED BY CEILINGS: The tops of gypsum board partitions are not laterally supported by an integrated ceiling system. (Commentary: Sec. A.7.2.1. Tier 2: Sec. 13.6.2) C NC N/A U LS-not required; PR-MH. STRUCTURAL SEPARATIONS: Partitions that cross structural separations have seismic or control joints. (Commentary: Sec. A.7.1.3. Tier 2. Sec. 13.6.2) C NC N/A U LS-not required; PR-MH. TOPS: The tops of ceiling-high framed or panelized partitions have lateral bracing to the structure at a spacing equal to or less than 6 ft. (Commentary: Sec. A.7.1.4. Tier 2. Sec. 13.6.2) Ceilings C NC N/A U LS-MH; PR-LMH. SUSPENDED LATH AND PLASTER: Suspended lath and plaster ceilings have attachments that resist seismic forces for every 12 ft 2 of area. (Commentary: Sec. A.7.2.3. Tier 2: Sec. 13.6.4) C NC N/A U LS-MH; PR-LMH. SUSPENDED GYPSUM BOARD: Suspended gypsum board ceilings have attachments that resist seismic forces for every 12 ft 2 of area. (Commentary: Sec. A.7.2.3. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-MH. INTEGRATED CEILINGS: Integrated suspended ceilings with continuous areas greater than 144 ft 2, and ceilings of smaller areas that are not surrounded by restraining partitions, are laterally restrained at a spacing no greater than 12 ft with members attached to the structure above. Each restraint location has a minimum of four diagonal wires and compression struts, or diagonal members capable of resisting compression. (Commentary: Sec. A.7.2.2. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-MH. EDGE CLEARANCE: The free edges of integrated suspended ceilings with continuous areas greater than 144 ft 2 have clearances from the enclosing wall or partition of at least the following: in Moderate Seismicity, 1/2 in.; in High Seismicity, 3/4 in. (Commentary: Sec. A.7.2.4. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-MH. CONTINUITY ACROSS STRUCTURE JOINTS: The ceiling system does not cross any seismic joint and is not attached to multiple independent structures. (Commentary: Sec. A.7.2.5. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-H. EDGE SUPPORT: The free edges of integrated suspended ceilings with continuous areas greater than 144 ft 2 are supported by closure angles or channels not less than 2 in. wide. (Commentary: Sec. A.7.2.6. Tier 2: Sec. 13.6.4) C NC N/A U LS-not required; PR-H. SEISMIC JOINTS: Acoustical tile or lay-in panel ceilings have seismic separation joints such that each continuous portion of the ceiling is no more than 2500 ft 2 and has a ratio of long-to-short dimension no more than 4-to-1. (Commentary: Sec. A.7.2.7. Tier 2: 13.6.4) Light Fixtures C NC N/A U LS-MH; PR-MH. INDEPENDENT SUPPORT: Light fixtures that weigh more per square foot than the ceiling they penetrate are supported independent of the grid ceiling suspension system by a minimum of two wires at diagonally opposite corners of each fixture. (Commentary: Sec. A.7.3.2. Tier 2: Sec. 13.6.4 and 13.7.9) C NC N/A U LS-not required; PR-H. PENDANT SUPPORTS: Light fixtures on pendant supports are attached at a spacing equal to or less than 6 ft and, if rigidly supported, are free to move with the structure to which they are attached without damaging adjoining components. (Commentary: A.7.3.3. Tier 2: Sec. 13.7.9) C NC N/A U LS-not required; PR-H. LENS COVERS: Lens covers on light fixtures are attached with safety devices. (Commentary: Sec. A.7.3.4. Tier 2: Sec. 13.7.9) Cladding and Glazing C NC N/A U LS-MH; PR-MH. CLADDING ANCHORS: Cladding components weighing more than 10 lb/ft 2 aremechanically anchored to the structure at a spacing equal to or less than the following: for Life Safety in Moderate Seismicity, 6 ft; for Life Safety in High Seismicity and for Position Retention in any seismicity, 4 ft. (Commentary: Sec. A.7.4.1. Tier 2: Sec. 13.6.1) C NC N/A U LS-MH; PR-MH. CLADDING ISOLATION: For steel or concrete moment frame buildings, panel connections are detailed to accommodate a story drift ratio of at least the following: for Life Safety in Moderate Seismicity, 0.01; for Life Safety in High Seismicity and for Position Retention in any seismicity, 0.02. (Commentary: Sec. A.7.4.3. Tier 2: Section 13.6.1) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 120Seismic Evaluation and Retrofit of Existing Buildings 503 C NC N/A U LS-MH; PR-MH. MULTI-STORY PANELS: For multi-story panels attached at more than one fl oor level, panel connections are detailed to accommodate a story drift ratio of at least the following: for Life Safety in Moderate Seismicity, 0.01; for Life Safety in High Seismicity and for Position Retention in any seismicty, 0.02. (Commentary: Sec. A.7.4.4. Tier 2: Sec. 13.6.1) C NC N/A U LS-MH; PR-MH. PANEL CONNECTIONS: Cladding panels are anchored out-of-plane with a minimum number of connections for each wall panel, as follows: for Life Safety in Moderate Seismicity, 2 connections; for Life Safety in High Seismicity and for Position Retention in any seismicity, 4 connections. (Commentary: Sec. A.7.4.5. Tier 2: Sec. 13.6.1.4) C NC N/A U LS-MH; PR-MH. BEARING CONNECTIONS: Where bearing connections are used, there is a minimum of two bearing connections for each cladding panel. (Commentary: Sec. A.7.4.6. Tier 2: Sec. 13.6.1.4) C NC N/A U LS-MH; PR-MH. INSERTS: Where concrete cladding components use inserts, the inserts have positive anchorage or are anchored to reinforcing steel. (Commentary: Sec. A.7.4.7. Tier 2: Sec. 13.6.1.4) C NC N/A U LS-MH; PR-MH. OVERHEAD GLAZING: Glazing panes of any size in curtain walls and individual interior or exterior panes over 16 ft 2 in area are laminated annealed or laminated heat-strengthened glass and are detailed to remain in the frame when cracked. (Commentary: Sec. A.7.4.8: Tier 2: Sec. 13.6.1.5) Masonry Veneer C NC N/A U LS-LMH; PR-LMH. TIES: Masonry veneer is connected to the backup with corrosion-resistant ties. There is a minimum of one tie for every 2-2/3 ft 2, and the ties have spacing no greater than the following: for Life Safety in Low or Moderate Seismicity, 36 in.; for Life Safety in High Seismicity and for Position Retention in any seismicity, 24 in. (Commentary: Sec. A.7.5.1. Tier 2: Sec. 13.6.1.2) C NC N/A U LS-LMH; PR-LMH. SHELF ANGLES: Masonry veneer is supported by shelf angles or other elements at each floor above the ground floor. (Commentary: Sec. A.7.5.2. Tier 2: Sec. 13.6.1.2) C NC N/A U LS-LMH; PR-LMH. WEAKENED PLANES: Masonry veneer is anchored to the backup adjacent to weakened planes, such as at the locations of flashing. (Commentary: Sec. A.7.5.3. Tier 2: Sec. 13.6.1.2) C NC N/A U LS-LMH; PR-LMH. UNREINFORCED MASONRY BACKUP: There is no unreinforced masonry backup. (Commentary: Sec. A.7.7.2. Tier 2: Section 13.6.1.1 and 13.6.1.2) C NC N/A U LS-MH; PR-MH. STUD TRACKS: For veneer with metal stud backup, stud tracks are fastened to the structure at a spacing equal to or less than 24 in. on center. (Commentary: Sec. A.7.6.1. Tier 2: Section 13.6.1.1 and 13.6.1.2) C NC N/A U LS-MH; PR-MH. ANCHORAGE: For veneer with concrete block or masonry backup, the backup is positively anchored to the structure at a horizontal spacing equal to or less than 4 ft along the floors and roof. (Commentary: Sec. A.7.7.1. Tier 2: Section 13.6.1.1 and 13.6.1.2) C NC N/A U LS-not required; PR-MH. WEEP HOLES: In veneer anchored to stud walls, the veneer has functioning weep holes and base flashing. (Commentary: Sec. A.7.5.6. Tier 2: Section 13.6.1.2) C NC N/A U LS-not required; PR-MH. OPENINGS: For veneer with metal stud backup, steel studs frame window and door openings. (Commentary: Sec. A.7.6.2. Tier 2: Sec. 13.6.1.1 and 13.6.1.2) Parapets, Cornices, Ornamentation, and Appendages C NC N/A U LS-LMH; PR-LMH. URM PARAPETS OR CORNICES: Laterally unsupported unreinforced masonry parapets or cornices have height-to-thickness ratios no greater than the following: for Life Safety in Low or Moderate Seismicity, 2.5; for Life Safety in High Seismicity and for Position Retention in any seismicity, 1.5. (Commentary: Sec. A.7.8.1. Tier 2: Sec. 13.6.5) C NC N/A U LS-LMH; PR-LMH. CANOPIES: Canopies at building exits are anchored to the structure at a spacing no greater than the following: for Life Safety in Low or Moderate Seismicity, 10 ft; for Life Safety in High Seismicity and for Position Retention in any seismicity, 6 ft. (Commentary: Sec. A.7.8.2. Tier 2: Sec. 13.6.6) C NC N/A U LS-MH; PR-LMH. CONCRETE PARAPETS: Concrete parapets with height-to-thickness ratios greater than 2.5 have vertical reinforcement. (Commentary: Sec. A.7.8.3. Tier 2: Sec. 13.6.5) C NC N/A U LS-MH; PR-LMH. APPENDAGES: Cornices, parapets, signs, and other ornamentation or appendages that extend above the highest point of anchorage to the structure or cantilever from components are reinforced and anchored to the structural system at a spacing equal to or less than 6 ft. This checklist item does not apply to parapets or cornices covered by other checklist items. (Commentary: Sec. A.7.8.4. Tier 2: Sec. 13.6.6) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 121 504 STANDARD 41-13 Masonry Chimneys C NC N/A U LS-LMH; PR-LMH. URM CHIMNEYS: Unreinforced masonry chimneys extend above the roof surface no more than the following: for Life Safety in Low or Moderate Seismicity, 3 times the least dimension of the chimney; for Life Safety in High Seismicity and for Position Retention in any seismicity, 2 times the least dimension of the chimney. (Commentary: Sec. A.7.9.1. Tier 2: 13.6.7) C NC N/A U LS-LMH; PR-LMH. ANCHORAGE: Masonry chimneys are anchored at each floor level, at the topmost ceiling level, and at the roof. (Commentary: Sec. A.7.9.2. Tier 2: 13.6.7) Stairs C NC N/A U LS-LMH; PR-LMH. STAIR ENCLOSURES: Hollow-clay tile or unreinforced masonry walls around stair enclosures are restrained out-of-plane and have height-to-thickness ratios not greater than the following: for Life Safety in Low or Moderate Seismicity, 15-to-1; for Life Safety in High Seismicity and for Position Retention in any seismicity, 12-to-1. (Commentary: Sec. A.7.10.1. Tier 2: Sec. 13.6.2 and 13.6.8) C NC N/A U LS-LMH; PR-LMH. STAIR DETAILS: In moment frame structures, the connection between the stairs and the structure does not rely on shallow anchors in concrete. Alternatively, the stair details are capable of accommodating the drift calculated using the Quick Check procedure of Section 4.5.3.1 without including any lateral stiffness contribution from the stairs. (Commentary: Sec. A.7.10.2. Tier 2: 13.6.8) Contents and Furnishings C NC N/A U LS-MH; PR-MH. INDUSTRIAL STORAGE RACKS: Industrial storage racks or pallet racks more than 12 ft high meet the requirements of ANSI/MH 16.1 as modified by ASCE 7 Chapter 15. (Commentary: Sec. A.7.11.1. Tier 2: Sec. 13.8.1) C NC N/A U LS-H; PR-MH. TALL NARROW CONTENTS: Contents more than 6 ft high with a height-to-depth or height- to-width ratio greater than 3-to-1 are anchored to the structure or to each other. (Commentary: Sec. A.7.11.2.Tier 2: Sec. 13.8.2) C NC N/A U LS-H; PR-H. FALL-PRONE CONTENTS: Equipment, stored items, or other contents weighing more than 20 lb whose center of mass is more than 4 ft above the adjacent floor level are braced or otherwise restrained. (Commentary: Sec. A.7.11.3. Tier 2: Sec. 13.8.2) C NC N/A U LS-not required; PR-MH. ACCESS FLOORS: Access floors more than 9 in. high are braced. (Commentary: Sec. A.7.11.4. Tier 2: Sec. 13.8.3) C NC N/A U LS-not required; PR-MH. EQUIPMENT ON ACCESS FLOORS: Equipment and other contents supported by access floor systems are anchored or braced to the structure independent of the access fl oor. (Commentary: Sec. A.7.11.5. Tier 2: Sec. 13.7.7 and 13.8.3) C NC N/A U LS-not required; PR-H. SUSPENDED CONTENTS: Items suspended without lateral bracing are free to swing from or move with the structure from which they are suspended without damaging themselves or adjoining components. (Commentary. A.7.11.6. Tier 2: Sec. 13.8.2) Mechanical and Electrical Equipment C NC N/A U LS-H; PR-H. FALL-PRONE EQUIPMENT: Equipment weighing more than 20 lb whose center of mass is more than 4 ft above the adjacent floor level, and which is not in-line equipment, is braced. (Commentary: A.7.12.4. Tier 2: 13.7.1 and 13.7.7) C NC N/A U LS-H; PR-H. IN-LINE EQUIPMENT: Equipment installed in-line with a duct or piping system, with an operating weight more than 75 lb, is supported and laterally braced independent of the duct or piping system. (Commentary: Sec. A.7.12.5. Tier 2: Sec. 13.7.1) C NC N/A U LS-H; PR-MH. TALL NARROW EQUIPMENT: Equipment more than 6 ft high with a height-to-depth or height-to-width ratio greater than 3-to-1 is anchored to the floor slab or adjacent structural walls. (Commentary: Sec. A.7.12.6. Tier 2: Sec. 13.7.1 and 13.7.7) C NC N/A U LS-not required; PR-MH. MECHANICAL DOORS: Mechanically operated doors are detailed to operate at a story drift ratio of 0.01. (Commentary: Sec. A.7.12.7. Tier 2: Sec. 13.6.9) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 122Seismic Evaluation and Retrofit of Existing Buildings 505 C NC N/A U LS-not required; PR-H. SUSPENDED EQUIPMENT: Equipment suspended without lateral bracing is free to swing from or move with the structure from which it is suspended without damaging itself or adjoining components. (Commentary: Sec. A.7.12.8. Tier 2: Sec. 13.7.1 and 13.7.7) C NC N/A U LS-not required; PR-H. VIBRATION ISOLATORS: Equipment mounted on vibration isolators is equipped with horizontal restraints or snubbers and with vertical restraints to resist overturning. (Commentary: Sec. A.7.12.9. Tier 2: Sec. 13.7.1) C NC N/A U LS-not required; PR-H. HEAVY EQUIPMENT: Floor-supported or platform-supported equipment weighing more than 400 lb is anchored to the structure. (Commentary: Sec. A.7.12.10. Tier 2: 13.7.1 and 13.7.7) C NC N/A U LS-not required; PR-H. ELECTRICAL EQUIPMENT: Electrical equipment is laterally braced to the structure. (Commentary: Sec. A.7.12.11. Tier 2: 13.7.7) C NC N/A U LS-not required; PR-H. CONDUIT COUPLINGS: Conduit greater than 2.5 in. trade size that is attached to panels, cabinets, or other equipment and is subject to relative seismic displacement has flexible couplings or connections. (Commentary: Sec. A.7.12.12. Tier 2: 13.7.8) Piping C NC N/A U LS-not required; PR-H. FLEXIBLE COUPLINGS: Fluid and gas piping has flexible couplings. (Commentary: Sec. A.7.13.2. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-not required; PR-H. FLUID AND GAS PIPING: Fluid and gas piping is anchored and braced to the structure to limit spills or leaks. (Commentary: Sec. A.7.13.4. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-not required; PR-H. C-CLAMPS: One-sided C-clamps that support piping larger than 2.5 in. in diameter are restrained. (Commentary: Sec. A.7.13.5. Tier 2: Sec. 13.7.3 and 13.7.5) C NC N/A U LS-not required; PR-H. PIPING CROSSING SEISMIC JOINTS: Piping that crosses seismic joints or isolation planes or is connected to independent structures has couplings or other details to accommodate the relative seismic displacements. (Commentary: Sec. A7.13.6. Tier 2: Sec.13.7.3 and Sec. 13.7.5) Ducts C NC N/A U LS-not required; PR-H. DUCT BRACING: Rectangular ductwork larger than 6 ft 2 in cross-sectional area and round ducts larger than 28 in. in diameter are braced. The maximum spacing of transverse bracing does not exceed 30 ft. The maximum spacing of longitudinal bracing does not exceed 60 ft. (Commentary: Sec. A.7.14.2. Tier 2: Sec. 13.7.6) C NC N/A U LS-not required; PR-H. DUCT SUPPORT: Ducts are not supported by piping or electrical conduit. (Commentary: Sec. A.7.14.3. Tier 2: Sec. 13.7.6) C NC N/A U LS-not required; PR-H. DUCTS CROSSING SEISMIC JOINTS: Ducts that cross seismic joints or isolation planes or are connected to independent structures have couplings or other details to accommodate the relative seismic displacements. (Commentary: Sec. A.7.14.5. Tier 2: Sec. 13.7.6) Elevators C NC N/A U LS-H; PR-H. RETAINER GUARDS: Sheaves and drums have cable retainer guards. (Commentary: Sec. A.7.16.1. Tier 2: 13.8.6) C NC N/A U LS-H; PR-H. RETAINER PLATE: A retainer plate is present at the top and bottom of both car and counterweight. (Commentary: Sec. A.7.16.2. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. ELEVATOR EQUIPMENT: Equipment, piping, and other components that are part of the elevator system are anchored. (Commentary: Sec. A.7.16.3. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. SEISMIC SWITCH: Elevators capable of operating at speeds of 150 ft/min or faster are equipped with seismic switches that meet the requirements of ASME A17.1 or have trigger levels set to 20% of the acceleration of gravity at the base of the structure and 50% of the acceleration of gravity in other locations. (Commentary: Sec. A.7.16.4. Tier 2: 13.8.6) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 123506 STANDARD 41-13 C NC N/A U LS-not required; PR-H. SHAFT WALLS: Elevator shaft walls are anchored and reinforced to prevent toppling into the shaft during strong shaking. (Commentary: Sec. A.7.16.5. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. COUNTERWEIGHT RAILS: All counterweight rails and divider beams are sized in accordance with ASME A17.1. (Commentary: Sec. A.7.16.6. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. BRACKETS: The brackets that tie the car rails and the counterweight rail to the structure are sized in accordance with ASME A17.1. (Commentary: Sec. A.7.16.7. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. SPREADER BRACKET: Spreader brackets are not used to resist seismic forces. (Commentary: Sec. A.7.16.8. Tier 2: 13.8.6) C NC N/A U LS-not required; PR-H. GO-SLOW ELEVATORS: The building has a go-slow elevator system. (Commentary: Sec. A.7.16.9. Tier 2: 13.8.6) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 124 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 125 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 126 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 127 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 128 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 129 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 130 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 131 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 132 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO FIRE DEPARTMENT facilities assessment - renovation/expansion study Page 133 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE PROJECT: Request for Proposals City of Atascadero New and Renovated Public Safety Facilities Atascadero, CA ____________________________________________________________________________ The following represents additions, deletions, and revisions to the “Design-Build Request for Proposals” dated August 26, 2024, for the above-referenced project. It is the responsibility of the Design-Build Entities to submit the information contained in this addendum to all subcontractors and suppliers. The Proposer shall acknowledge receipt of the addendum in their formal RFP response. Item #1 – Fixtures, Furniture, and Equipment List: 1. Find attached the Fixtures, Furniture, and Equipment list denoting FF&E items to be part of the general contract, City provided/contractor installed, and City provided/installed. END OF ADDENDUM NO. 03 ADDENDUM NO. 03 ISSUE DATE: October 1, 2024 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY NEW FIRE HEADQUARTERS FACILITY - EMERGENCY OPERATIONS CENTER, FIRE ADMINISTRATION, AND FIRE STATION 1 FIRE STATION 2 RENOVATION AND EXPANSION POLICE HEADQUARTERS STATION AND COMMU- NICATION CENTER RENOVATION AND EXPAN- SION BRIDGING DOCUMENTS FURNISHINGS, FIXTURES, EQUIPMENT LIST (FF&E) SEPTEMBER 26, 2024 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE EMERGENCY OPERATIONS CENTER - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED 1.0 Flat screen display (1) X 2.0 No equipment 3.0 Laptop computers (32)X Cellphones (32)X Large media wall X Flat screen display (4) X County red phone (1)X Satellite phone (1)X Roof mounted satellite phone antenna (1)X AV cabinet X AV equipment X 4.0 Flat screen display X AV cabinet X AV equipment X 5.0 Flat screen display X AV cabinet X AV equipment X 6.0 No equipment 7.0 Laptop storage and charging carts (2)X 8.0 4 post, zone 4 rated server racks (8)X Radio servers X Emergency 911 servers X NG 911 servers X GIS servers X Data/VM servers X Network servers X CAD servers X Rack mounted UPS - Battery Backup on each rack X 9.0 High end residential grade refrigerator/freezer X High end residential grade dishwasher X High end residential grade microwave (2)X Coffee machine X Flat screen display (2)X 10.0 No equipment BREAKOUT ROOM PUBLIC LOBBY PUBLIC RESTROOMS TRAINING ROOM AND EOC EXECUTIVE AND POLICY ROOM CPR, TRAINING, AND TABLE AND CHAIR STORAGE EOC STORAGE SERVER ROOM BREAK ROOM ELECTRICAL FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 1 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYNEW FIRE HEADQUARTERS FACILITY Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE EMERGENCY OPERATIONS CENTER - FURNISHINGS LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED 1.0 No furnishings 2.0 No furnishings 3.0 Table (20)X Podium X Chair (40)X Marker Board (4)X Map rail X 4.0 Conference table (1)X Chair (10)X Marker Board (2)X Map rail (2)X 5.0 Conference table (1)X Chair (10)X Marker Board (2)X Map rail (2)X 6.0 Table and chair storage carts X 7.0 No furnishings 8.0 No furnishings 9.0 Small table (2)X Chair (8)X 10.0 No furnishings PUBLIC LOBBY PUBLIC RESTROOMS TRAINING ROOM AND EOC ELECTRICAL EXECUTIVE AND POLICY ROOM BREAKOUT ROOM CPR, TRAINING, AND TABLE AND CHAIR STORAGE EOC STORAGE SERVER ROOM BREAK ROOM FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 2 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYNEW FIRE HEADQUARTERS FACILITY Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE ADMINISTRATION - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED 1.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X Phone X Flat screen display X 2.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X Phone X Flat screen display X 3.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X Phone X Flat screen display X 4.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X Phone X 5.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X Phone X 6.0 Copier/printer X Fax machine X Color printer X 7.0 Mini refrigerator X 8.0 No equipment WORK ROOM FIRE CHIEF FIRE MARSHAL OFFICE ADMINISTRATIVE EXECUTIVE / RECEPTION FIRE INSPECTOR BATTALION CHIEF'S OFFICE QUIET ROOM FIRE ADMIN RESTROOM AND SHOWER FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 3 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYNEW FIRE HEADQUARTERS FACILITY Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE ADMINISTRATION - FURNISHINGS LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED 1.0 Large u-shaped desk - sit/stand feature X Desk chair X Lateral file - 42" wide X 4 drawer high (2)X Pedestal X Full-height bookshelf X Guest chair (2)X Chair (2)X Conference table X Full-height closet X Marker Board (1)X 2.0 Large u-shaped desk - sit/stand feature X Desk chair X Lateral file - 42" wide X 4 drawer high X Pedestal X Full-height bookshelf X Guest chair (2)X Standing Drafting Table X Full-height closet X Marker Board (1)X 3.0 Large u-shaped desk - sit/stand feature X Desk chair X Lateral file - 42" wide X 4 drawer high X Pedestal X Full-height bookshelf X Guest chair (2)X Chair (2)X Conference table X Full-height closet X Marker Board (1)X 4.0 Small u-shaped desk - sit/stand feature X Desk chair X Pedestal X Lateral file - 42" wide X 4 drawer high X 8'-0" X 8'-0" Cubicle X 5.0 Small u-shaped desk - sit/stand feature X Desk chair X Pedestal X Lateral file - 42" wide X 4 drawer high X 8'-0" X 8'-0" Cubicle X 6.0 No furnishings 7.0 Couch X Side table X Coffee table X WORK ROOM FIRE CHIEF FIRE MARSHAL OFFICE ADMINISTRATIVE EXECUTIVE / RECEPTION FIRE INSPECTOR BATTALION CHIEF'S OFFICE QUIET ROOM FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 4 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYNEW FIRE HEADQUARTERS FACILITY Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE ADMINISTRATION - FURNISHINGS LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED 8.0 No furnishings FIRE ADMIN RESTROOM AND SHOWER FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 5 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYNEW FIRE HEADQUARTERS FACILITY Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE STATION 1 - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED 1.0 Computer workstation (2)X UPS - Battery Backup (2)X Computer monitors (4)X Keyboard (2)X Mouse (2)X Phone (2)X Flat screen display X AV cabinet X 2.0 Computer workstation (4)X UPS - Battery Backup (4)X Computer monitors (8)X Keyboard (4)X Mouse (4)X Copier/printer X Flat screen display X AV cabinet X 3.0 Air drops (5)X Fire apparatus (5)X Tailpipe vehicle exhaust system (5)X Electrical Cord reels (5)X Flat screen display (4)X 4.0 Fire apparatus (2)X Electrical Cord reels (2)X 5.0 Shop sink X Grinder X Vice grip X Rated flammables cabinet X Rolling tool chest X 6.0 High end residential grade washer X High end residential grade dryer X 7.0 Hose storage rack (2)X 8.0 Power strips X 9.0 Ice machine X 10.0 Air compressor X 11.0 Haz-mat bins X 12.0 Turnout washer (2)X WORKSHOP BC AND CAPTAIN OFFICE WATCH OFFICE APPARATUS BAYS BACK IN APPARATUS BAYS TIER II DECON AND DECON RESTROOM HOSE STORAGE RADIO AND CHARGING ALCOVE VESTIBULE SCBA CLEAN-UP TURNOUT LOCKER ROOM FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 6 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYNEW FIRE HEADQUARTERS FACILITY Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE STATION 1 - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED 13.0 Equipment chargers X 14.0 No equipment 15.0 High end residential grade 60" gas range X High end residential grade vent hood X High end residential grade refrigerator/freezer (3)X Coffee station X High end residential grade microwave X High end residential grade dishwasher X Flat screen display (2)X AV cabinet X 16.0 High end residential grade washer X High end residential grade dryer X Mop rack X 17.0 Wall mounted mirrors (3)X Rowing machine X Stationary bike X Treadmill X Eliptical X Bench press X Free weight tree X Cable machine X Dumbells X Flat screen display (2)X 18.0 No equipment 19.0 No equipment 20.0 No equipment 21.0 4 post, zone 4 rated server racks (2)X Network servers X Rack mounted UPS - Battery Backup on each rack X 22.0 No equipment 23.0 No equipment 24.0 Water heater X Air compressor X 25.0 BBQ X WELLNESS CENTER MEDICAL SUPPLY MEZZANINE KITCHEN / DINING / DAYROOM JANITOR / LAUNDRY PATIO MECHANICAL / COMPRESSOR BUNK ROOMS DOUBLE BUNK ROOM FIREFIGTHER RESTROOM IDF HALLWAY HALLWAY - APPARATUS BAYS FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 7 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYNEW FIRE HEADQUARTERS FACILITY Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE STATION 1 - FURNISHINGS LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED 1.0 Small u-shaped desk - sit/stand feature (2)X Desk chair (2) X Lateral file - 42" wide X 4 drawer high (3)X Bookshelf X Marker Board (2)X 2.0 Chair (5)X Marker Board (2)X 3.0 Large format wall mounted maps X 4.0 No furnishings 5.0 No furnishings 6.0 Small lockers (25)X Bench X 7.0 No furnishings 8.0 No furnishings 9.0 No furnishings 10.0 No furnishings 11.0 No furnishings 12.0 24" deep X 36" wide turnout lockers (26)X Hanging rod (2)X 13.0 Oxygen bottle storage rack - 20 cylinders X 14.0 No furnishings 15.0 Recliners (7)X Dining Table X Chair (12)X 16.0 No furnishings 17.0 No furnishings WORKSHOP BC AND CAPTAIN OFFICE WATCH OFFICE APPARATUS BAYS BACK IN APPARATUS BAYS WELLNESS CENTER TIER II DECON AND DECON RESTROOM HOSE STORAGE RADIO AND CHARGING ALCOVE VESTIBULE SCBA CLEAN-UP TURNOUT LOCKER ROOM MEDICAL SUPPLY MEZZANINE KITCHEN / DINING / DAYROOM JANITOR / LAUNDRY FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 8 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYNEW FIRE HEADQUARTERS FACILITY Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE STATION 1 - FURNISHINGS LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED 18.0 Extra Long twin bed X Nightstand X Small desk X Chair X Wardrobe lockers (3)X Warbrobe hanging area X 19.0 Extra Long twin bed (2)X Nightstand (2)X Wardrobe lockers (6)X 20.0 Hygiene lockers (4)X Bench X 21.0 No furnishings 22.0 No furnishings 23.0 No furnishings 24.0 No furnishings 25.0 Patio table (4)X Patio chairs (16)X Sun shade (4)X PATIO MECHANICAL / COMPRESSOR BUNK ROOMS DOUBLE BUNK ROOM FIREFIGTHER RESTROOM IDF HALLWAY HALLWAY - APPARATUS BAYS FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 9 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYNEW FIRE HEADQUARTERS FACILITY Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE STATION 2 - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 1.0 Computer workstation (4)X UPS - Battery Backup (4)X Computer monitors (8)X Keyboard (4)X Mouse (4)X Copier/printer X Flat screen display X AV cabinet X 2.0 Air drops (2)X Fire apparatus (2)X Tailpipe vehicle exhaust system (2)X Electrical Cord reels (2)X Wall mounted, zone 4 rated server box X Power strips X Flat screen display (2)X 3.0 Grinder X Vice grip X Rated flammables cabinet X Rolling tool chest X Ice machine X 4.0 No equipment 5.0 Turnout washer X 6.0 Equipment chargers X 7.0 High end residential grade 60" gas range X High end residential grade vent hood X High end commercial grade refrigerator/freezer (3)X Coffee station X Residential grade microwave X High end residential grade dishwasher X Flat screen display (1)X AV cabinet X 8.0 High end residential grade washer X High end residential grade dryer X Mop rack X 9.0 Wall Mirrors (2)X Leg press X Treadmill (2)X Eliptical X Bench press X Inverted sit up bench (2)X Free weight tree X Cable machine X Dumbells X Flat screen display (2)X 10.0 No equipment 11.0 No equipment WATCH OFFICE APPARATUS BAYS SHOP ALCOVE KITCHEN / DINING / DAYROOM JANITOR / LAUNDRY WELLNESS CENTER TIER II DECON AND DECON RESTROOM LOCKER TURNOUT ROOM MEDICAL SUPPLY BUNK ROOMS FIREFIGTHER RESTROOM FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 10 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYFIRE STATION 2 RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE STATION 2 - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 12.0 No equipment 13.0 No equipment 14.0 No equipment 15.0 BBQ X PATIO PUBLIC LOBBY PUBLIC RESTROOM ELECTRICAL FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 11 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYFIRE STATION 2 RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE FIRE STATION 2 - FURNISHINGS LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 1.0 Chair (4)X 2.0 Large format wall mounted maps X 3.0 No furnishings 4.0 Bench X 5.0 24" deep X 36" wide turnout lockers (12)X Hanging rod X 6.0 Shelving X Trauma board storage racks X 7.0 Recliners (4)X Dining Table X Chair (8)X 8.0 No furnishings 9.0 No furnishings 10.0 Extra Long twin bed X Nightstand X Small Desk X Chair X Wardrobe lockers (3)X Wardrobe hanging area X 11.0 Hygiene lockers (4)X Bench X 12.0 No furnishings 13.0 No furnishings 14.0 No furnishings 15.0 Patio table X Patio chairs X Sun shade X WATCH OFFICE APPARATUS BAYS SHOP ALCOVE KITCHEN / DINING / DAYROOM JANITOR / LAUNDRY WELLNESS CENTER TIER II DECON AND DECON RESTROOM LOCKER TURNOUT ROOM MEDICAL SUPPLY PATIO BUNK ROOMS FIREFIGTHER RESTROOM PUBLIC LOBBY PUBLIC RESTROOM ELECTRICAL FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 12 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYFIRE STATION 2 RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE POLICE STATION - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 1.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X Flat screen display X 2.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X Flat screen display X 3.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X Flat screen display X 4.0 Business computer workstation X UPS - Battery Backup X Computer monitors (8)X Keyboard (2)X Mouse (2)X Flat screen display X 5.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X Flat screen display X 6.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X 7.0 Computer workstation X UPS - Battery Backup X Computer monitors (2)X Keyboard X Mouse X 8.0 Gun discharge X 9.0 CONFERENCE ROOM AV cabinet X AV equipment X Flat screen display X WORKSTATION - WS-3 (2) POLICE CHIEF'S OFFICE - PO-1 COMMAND OFFICE - PO-2 (2) ADMINISTRATIVE EXECUTIVE ASSISTANT OFFICE WORKSTATION - WS-2 (10) RESTROOM & LOCKER ROOM - RR-7 SERGEANT/SUPERVISOR OFFICE - PO-3 (3) DISPATCH SUPERVISOR OFFICE - PO-4 FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 13 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYPOLICE HEADQUARTERS STATION AND COMMUNICATION CENTER RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE POLICE STATION - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 10.0 Copier/Printer X Computer workstation (4)X UPS - Battery Backup (4)X Computer monitors (8)X Keyboard (4)X Mouse (4)X Flat screen display (2)X AV cabinet X 11.0 Copier/Printer X Computer workstation (7)X UPS - Battery Backup (7)X Computer monitors (14)X Keyboard (7)X Mouse (7)X Flat screen display (2)X AV cabinet X 12.0 Flat screen display (4)X AV cabinet X AV equipment X Keyboard X Mouse X 13.0 Copier/Printer X Computer workstation (5)X UPS - Battery Backup (5)X Computer monitors (10)X Keyboard (5)X Mouse (5)X Flat screen display (2)X AV cabinet X 14.0 Computer workstation (4)X UPS - Battery Backup (4)X Computer monitors (8)X Keyboard (4)X Mouse (4)X Flat screen display (2)X AV cabinet X 15.0 Copier/printer X Fax machine X Color printer X 16.0 Business computer workstation (4)X UPS - Battery Backup (4)X Computer monitors (32 total)X Keyboard (2 each - 8 total)X Mouse (2 each - 8 total) X Call light (4)X Task light (2 each - 8 total)X Phone (4)X Headset jacks (1 each - 4 total)X Printer/scanner (2)X Wall mounted flat screen display (4)X Treadmill walking pad X AV cabinet X SHARED WATCH OFFICE SHARED CAT & SET OFFICE (E) BRIEFING ROOM SHARED INVESTIGATIONS OFFICE RECEPTION & RECORDS WORK ROOM DISPATCH ROOM FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 14 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYPOLICE HEADQUARTERS STATION AND COMMUNICATION CENTER RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE POLICE STATION - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 17.0 No equipment 18.0 Refrigerator X Freezer X Safe X 19.0 Computer workstation (2)X UPS - Battery Backup (2)X Computer monitors (4)X Keyboard (2)X Mouse (2)X Copier/printer X Emergency eye wash X Vent hood X 20.0 Computer workstation (1)X UPS - Battery Backup (1)X Computer monitors (2)X Keyboard (1)X Mouse (1)X Copier/printer X Emergency eye wash X Countertop Fume hood X 21.0 No equipment 22.0 Concealed cameras and microphone X 23.0 Concealed cameras and microphone X Live scan kiosk X 24.0 No equipment 25.0 Gun discharge X 26.0 Equipment charging X 27.0 Gun discharge X 28.0 Gun discharge X 29.0 High end residential grade 60" gas range X High end residential grade vent hood X High end residential grade refrigerator/freezer (2)X Coffee station X Residential grade microwave (2)X High end residential grade dishwasher X Flat screen display X AV cabinet X Ice machine X 30.0 Mini refrigerator X EVIDENCE PROCESSING MEN'S RESTROOM & LOCKER ROOM WOMEN'S RESTROOM & LOCKER ROOM BREAK ROOM QUIET ROOM HARD INTERVIEW ROOM SOFT INTERVIEW ROOM RESTROOM - UNISEX - RR-5 (E) ARMORY (E) EQUIPMENT STORAGE & CHARGING ROOM RESTROOM AND LOCKER ROOM - RR-6 (E) EVIDENCE WAREHOUSE EVIDENCE BOOKING (E) LOBBY FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 15 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYPOLICE HEADQUARTERS STATION AND COMMUNICATION CENTER RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE POLICE STATION - EQUIPMENT LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 31.0 4 post, zone 4 rated server racks (8)X Radio servers X Emergency 911 servers X NG 911 servers X GIS servers X Network servers X CAD servers X Rack mounted UPS - Battery Backup on each rack X 32.0 No equipment 33.0 Mop sink X Mop rack X 34.0 No equipment 35.0 No equipment 36.0 No equipment 37.0 No equipment 38.0 No equipment 39.0 No equipment 40.0 BBQ X PATIO SWAT STORAGE K-9 UNIT PARKING AND KENNELS ELECTRICAL ROOM JANITOR VESTIBULE HALLWAY GO-BAG STORAGE BICYCLE PATROL ROOM SERVER ROOM FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 16 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYPOLICE HEADQUARTERS STATION AND COMMUNICATION CENTER RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE POLICE STATION - FURNISHING LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 1.0 Large u-shaped desk - sit/stand feature X Desk chair X Pedestal file under desk X Lateral file - 42" wide X 4 drawer high (2)X Full-height bookshelf X Guest chair at desk (2)X Conference table guest chair (2)X Conference table X Full-height cabinet X Marker Board X 2.0 Large u-shaped desk - sit/stand feature X Desk chair X Pedestal file under desk X Lateral file - 42" wide X 4 drawer high X Full-height bookshelf X Guest chair at desk (2)X Conference table guest chair (2)X Conference table X Full-height cabinet X Marker Board X 3.0 Small u-shaped desk - sit/stand feature X Desk chair X Pedestal X Lateral file - 42" wide X 4 drawer high X Full-height bookshelf X Guest chair X Marker Board X 4.0 Motorized Dispatch Console X Desk chair X Guest chair X Full-height bookshelf X Lateral file - 42" wide X 4 drawer high X Marker Board X 5.0 L-shaped desk - sit/stand feature X Desk chair X Pedestal file under desk X Lateral file - 42" wide X 4 drawer high (3)X Marker Board X 6.0 Small u-shaped desk - sit/stand feature X Desk chair X Pedestal X Lateral file - 42" wide X 4 drawer high X 8'-0" X 8'-0" Cubicle X 7.0 Small L-shaped desk - sit/stand feature X Desk chair X Pedestal X 6'-0" X 8'-0" Cubicle X 8.0 Bench X Lockers (12)X DISPATCH SUPERVISOR OFFICE - PO-4 RESTROOM & LOCKER ROOM - RR-7 WORKSTATION - WS-3 (2) POLICE CHIEF'S OFFICE - PO-1 COMMAND OFFICE - PO-2 (2) ADMINISTRATIVE EXECUTIVE ASSISTANT OFFICE WORKSTATION - WS-2 (10) SERGEANT/SUPERVISOR OFFICE - PO-3 (3) FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 17 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYPOLICE HEADQUARTERS STATION AND COMMUNICATION CENTER RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE POLICE STATION - FURNISHING LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 9.0 CONFERENCE ROOM Table X Chair (12)X Marker Board X 10.0 L-shaped desk - sit/stand feature (4)X Pedestal (4)X Desk chair (4)X Table X Guest chair (6)X Marker Board (2)X 11.0 L-shaped desk - sit/stand feature (7)X Pedestal (7)X Desk chair (7)X Table X Guest chair (6)X Full-height bookshelf X Lateral file - 42" wide X 4 drawer high X Marker Board (2)X 12.0 Moveable table (10)X Chair (19)X Marker Board (2)X 13.0 L-shaped desk - sit/stand feature (5)X Pedestal (5)X Desk chair (5)X Table X Guest chair (6)X Marker Board (2)X 14.0 L-shaped desk - sit/stand feature (4) X Desk chair (4)X Pedestal (4)X 15.0 No furnishings 16.0 Motorized Dispatch Consoles (4)X Chair (4)X Lockable file drawers (8)X Map rail X Meeting table w/ binder storage X Marker Board (2)X 17.0 Half-height lockers (12)X Bench X 18.0 No furnishings 19.0 Pass thru lockers - various sizes X Refrigerated pass-thru lockers X Chairs (2)X 20.0 Prebooking lockers X 21.0 Seats (2)X DISPATCH ROOM RESTROOM AND LOCKER ROOM - RR-6 (E) EVIDENCE WAREHOUSE SHARED WATCH OFFICE SHARED CAT & SET OFFICE (E) BRIEFING ROOM SHARED INVESTIGATIONS OFFICE RECEPTION & RECORDS WORK ROOM EVIDENCE PROCESSING EVIDENCE BOOKING (E) LOBBY FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 18 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYPOLICE HEADQUARTERS STATION AND COMMUNICATION CENTER RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE POLICE STATION - FURNISHING LIST LISTING AND DESCRIPTION GENERAL CONTRACT CITY PROVIDED/ CONTRACTOR INSTALLED CITY PROVIDED/ INSTALLED EXISTING/CITY SALVAGE AND RE-INSTALLED 22.0 Chairs (3)X Table - Bolted to the floor X 23.0 Couch X Chair (2)X Coffee table X Side table X Live scan backdrop X 24.0 No furnishings 25.0 No furnishings 26.0 Existing Full-height storage to remain as is 27.0 Small civilian locker (12)X Full-height locker w/ integral bench (40)X Shower bench (3)X Hanging rod X Towel hooks (6)X 28.0 Small civilian locker (12)X Full-height locker w/ integral bench (12)X Shower bench (2)X Hanging rod X Towel hooks (4)X 29.0 Large table (2)X Chair (16)X 30.0 Couch X Side table X 31.0 No furnishings 32.0 No furnishings 33.0 No furnishings 34.0 No furnishings 35.0 No furnishings 36.0 Metal lockers (54)X 37.0 Hanging bike storage (6)X 38.0 Ammunition safe X Gear racks X 39.0 No furnishings 40.0 Patio table X Patio chairs X Sun shade X WOMEN'S RESTROOM & LOCKER ROOM BREAK ROOM (E) EQUIPMENT STORAGE & CHARGING ROOM MEN'S RESTROOM & LOCKER ROOM PATIO SOFT INTERVIEW ROOM RESTROOM - UNISEX - RR-5 (E) ARMORY BICYCLE PATROL ROOM SWAT STORAGE K-9 UNIT PARKING AND KENNELS SERVER ROOM ELECTRICAL ROOM JANITOR VESTIBULE HALLWAY GO-BAG STORAGE QUIET ROOM HARD INTERVIEW ROOM FURNISHINGS, FIXTURES AND EQUIPMENT LISTSEPTEMBER 26, 2024 Page 19 of 19 PREPARED BY TEN OVER STUDIO ATASCADERO PUBLIC SAFETY FACILITYPOLICE HEADQUARTERS STATION AND COMMUNICATION CENTER RENOVATION AND EXPANSION Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE PROJECT: Request for Proposals City of Atascadero New and Renovated Public Safety Facilities Atascadero, CA ____________________________________________________________________________ The following represents additions, deletions, and revisions to the “Design-Build Request for Proposals” dated August 26, 2024, for the above-referenced project. It is the responsibility of the Design-Build Entities to submit the information contained in this addendum to all subcontractors and suppliers. The Proposer shall acknowledge receipt of the addendum in their formal RFP response. Item #1 – Questions: 1. Can the City release CAD files for the site/topo dwgs? Response: The CAD files were emailed to each DBE team on 10/4/24. 2. Fire Station 1 and the Police Station are located within the downtown area. We would like confirmation that these projects are exempt from stormwater detention requirements. Response: Projects are not exempt from stormwater Post-Construction Requirements. Fire Station #1 will need to include stormwater improvements as required for retention and treatment of on-site post-construction runoff. Police Department will also need to be treat post- project stormwater runoff, but there may be an opportunity to utilize in-lieu offsite bioretention planters being constructed currently as part of the Downtown El Camino Real Project. 3. Fire Station 2, while not downtown, is a redevelopment of an existing lot. The City’s standards mention that exceptions to detention design may be allowed when it’s in the City’s best interest. Would the City consider an exception to the 2 and 50 detention requirement for this project? We’d propose demonstrating that we can match pre- and post-runoff rates. Response: Given that pre and post are expected to be nearly identical, the City will not have flood control (2/50) requirements for Fire Station #2. 4. Fire Station #1 and the Police station are within a “high risk” area on FEMA flood maps. What are the requirements for establishing min. finish floor elevations? Response: ADDENDUM NO. 04 ISSUE DATE: October 9, 2024 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE City of Atascadero New and Renovated Public Safety Facilities RFP Addendum No. 04 Page 2 Per City of Atascadero Municipal Code Section 7-11.006 and 7-11.020, establishment and certification of minimum finish floor elevations are only required in “Special Flood Hazard Areas,” which are limited to FIRM zones A, AO, A1-A30, AE, A99, or AH. Fire Station #1 and the Police Station are within Zone X, which does not have flood damage requirements for establishment of minimum finish floor elevations. 5. Please provide a complete list of existing vendors the City expects the DBE to work with for low voltage systems. For example, does the City already have a Fire Station Alerting System vendor, an ESS or Access Control vendor, a WAP vendor, etc.? Response: a. WAP – We have standardized all City facilities on Ubiquiti b. We do not have any other preferred vendors for low voltage systems. 6. Addendum #1 BOD Narrative Section A.1 references the various TSP (Telecommunications Service Providers) as being both ISP (Internet Service Providers) and MTSPs (Mobile Telecommunication Service Providers) – can the City please provide the specific quantity and identity of the TSPs (including both ISPs and MTSPs) that are required at each site? Response: If possible, one vault for fiber and one vault for coax would be preferable. Fiber and coax ISPs include AT&T, Spectrum and Astound. MTSPs include Verizon, T-Mobile and AT&T. 7. Addendum #1 FS1 BOD Narrative Section D.4 references a server room with 4-post rack requirements for specific equipment, can the City provide detail as to how many racks are necessary to accommodate all equipment outlined in this section as well as the make/model per the counts provided in addendum 3? Response: a. We would like (8) 4-post racks at the FS1/EOC server room 1. (2) Network equipment (switches, patch panels, etc.) 2. (1) Storage devices, VM hosts 3. (2) Radio equipment 4. (1) NG911 equipment 5. (1) E911 equipment 6. (1) Spare b. Open Frame Server Rack from racksolutions.com. 8. Addendum #1 FS1 BOD Narrative Section G.4.c references a “media distribution unit” can the City please elaborate on what this is and its required data and power connectivity needs? This reference appears in both FS2 and PD BOD Narratives as well. Response: Response pending and will be issued at a later date. 9. Pages 498, 558, & 619 of the RFP all call for conduit in damp or wet locations to be GRC or IMC. Please advise if it is acceptable to utilize EMT with raintight fittings at these locations provided the conduits are not subject to physical damage below 8’ AFF. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE City of Atascadero New and Renovated Public Safety Facilities RFP Addendum No. 04 Page 3 Response: This is acceptable. 10. Pages 502, 562, and 623, of 1108 under the “TESTING” section state “All electrical systems shall be tested”. Please advise what specific tests are to be included. Response: The statement in the narrative was to ensure the construction team included scope for the applicable tests for a given system. For example, emergency generator systems should be tested per NFPA 110. Grounding systems should be tested for continuity to ensure resistance levels do not exceed NEC maximums. Lighting control systems should be tested to ensure they operate per Title 24 requirements. 11. Please clarify if we are to provide the minimum electric vehicle charging infrastructure per California Green Building Code section 5.106.3 or if the City has a specific requirement that they would like provided beyond the code required minimum. Response: Provide the minimum electric vehicle charging infrastructure per Code. Item #2 – Guidance: 1. See attached clarification of for NEC Article 704 Critical Operations Power Systems (COPS) and Emergency Power Systems. 2. See attached Training Design Narrative. 3. The City prefers that Dispatch and related functions remain at the Police Department as opposed to alternative locations. END OF ADDENDUM NO. 04 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY FIRE HQ STATION, FIRE ADMINISTRATION OFFICES AND THE EMERGENCY OPERATIONS CENTER POLICE HQ STATION AND COMMUNICATION CENTER Clarification for NEC Article 708 Critical Operations Power Systems (COPS) and Emergency Power Systems October 9, 2024 Page 1 of 2 The City of Atascadero, as the Authority Having Jurisdiction (AHJ), has determined that NEC Article 708, Critical Operations Power Systems (COPS) is not a requirement for this project. The City has determined that Article 708, Critical Operations Power Systems shall be used as best practice guidelines to provide the best value for the City at the Emergency Operations Center and Communication Center. The design of the power systems, HVAC, fire alarm, security, communications, and signaling are where best practices and best value are desired. The entire Fire HQ Station and Police Station buildings are not required to be designated critical operations area (DCOA). The DBE team is to describe in the design approach, which of the following sections will be included and how they will be implemented as part of the project:  708.10(a)(1): all boxes and enclosures for COPS circuits shall be permanently marked as part of the COPS  708.10(a)(2): non-locking 20A COPS receptacles shall have an illuminated face or an indicator light to indicate that there is power to the receptacle.  708.10(b): COPS wiring shall be independent of all other wiring and equipment, except in transfer equipment enclosures.  708.10(c): COPS feeders shall be installed in rigid metal conduit or intermediate metal conduit, be protected by a 2-hour fire rating system, and shall be listed for wet locations where installed below the 100 year flood plain.  708.12: the cops shall only supply equipment required for critical operations use.  708.20(d): surge protection devices shall be provided at all distribution voltage levels.  708.20(f)(1): generator and cops ats shall have a minimum 15 minute re-transfersetting.  708.20(f)(4): generator battery charger shall be connected to the COPS.  708.22(c): generator fuel storage shall be able to support full load operation for 72 hours.  708.24(b): COPS ATS shall be bypass isolation type, electrically operated mechanically held.  708.54: cops system shall be selectively coordinated. 708.14 Wiring of HVAC, Fire Alarm, Security, Emergency Communications, and Signaling Systems. All conductors or cables shall be installed using any of the metal wiring methods permitted by 708.10(C)(1) and, in addition, shall comply with 708.14(1) through (8), as applicable. The DBE teams are to review these sections and adopt for implementation those sections that provide best value for the City at the Emergency Operations Center and Communication Center. The DBE team is to describe in the design approach, which of the following sections will be included and how they will be implemented as part of the project:  (1) All cables for fire alarm, security, signaling systems, and emergency communications shall be shielded twisted pair cables or installed to comply with the performance requirements of the system.  (2) Shields of cables for fire alarm, security, signaling systems, and emergency communications shall be arranged in accordance with the manufacturer’s published installation instructions.  (3) Optical fiber cables shall be used for connections between two or more buildings on the property and under single management. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY FIRE HQ STATION, FIRE ADMINISTRATION OFFICES AND THE EMERGENCY OPERATIONS CENTER POLICE HQ STATION AND COMMUNICATION CENTER Clarification for NEC Article 708 Critical Operations Power Systems (COPS) and Emergency Power Systems October 9, 2024 Page 2 of 2  (4) A listed primary protector shall be provided on all communications circuits. Listed secondary protectors shall be provided at the terminals of the communications circuits.  (5) Conductors for all control circuits rated above 50 volts shall be rated not less than 600 volts.  (6) Communications, fire alarm, and signaling circuits shall use relays with contact ratings that exceed circuit voltage and current ratings in the controlled circuit.  (7) All cables for fire alarm, security, and signaling systems shall be riser-rated and shall be a listed 2- hour electrical circuit protective system. Emergency communication cables shall be Type CMR-CI or shall be riser-rated and shall be a listed 2-hour electrical circuit protective system.  (8) Control, monitoring, and power wiring to HVAC systems shall be a listed 2-hour electrical circuit protective system. Emergency Power Systems for Essential Services Facilities City has determined that emergency power systems shall be provided for the entire facility at Fire HQ Facility, Fire Station No. 2, and Police HQ Station to comply with the Essential Services Act.  Natural gas engine-driven generator shall be provided to power the mission critical operations and loads upon loss of utility power supply.  Propane fuel storage for 72 hours of generator run time (full load) shall be provided in the form of a double- walled sub-base tank below the generator or separately as an above ground tank. o A manual transfer switch with integral quick connect cam-lok connectors may be provided between the generator and automatic transfer switch to allow connection of a temporary portable generator in lieu of providing a propane fuel tank.  For generators with a sub-base tank below the generator, the design shall include a platform and stairs as required for maintenance of the generator.  A breaker sized for 70% of the generator rated load shall be provided for a connection of a portable load bank.  A bypass isolation service-entrance rated automatic transfer switch shall be provided.  The generator will serve all electrical loads (lighting, receptacles, HVAC, radio, doors, etc.) Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY NEW FIRE HEADQUARTERS FACILITY FIRE STATION NO. 2 RENOVATION AND EXPANSION BRIDGING DOCUMENTS - BASIS OF DESIGN NARRATIVES 805.541.1010 tenoverstudio.com TRAINING DESIGN NARRATIVE The Fire Department desires the incorporation of site and building training elements with the design of these projects whenever these features can be practically achieved. Training features should include methods for protection of the building and site from damage. Desired opportunities for training include: LADDERING AND ROOF ACCESS Site access and areas where ladder and roof access training may occur at the buildings is desired. Clear site area for the placement/parking of fire apparatus at the front and rear aprons. Access to the roof eave and parapets are desired at strategic locations where ladder throwing against the building could be conducted. Opportunity for truck ladder/basket training is also desired. Inclusion of wall, roof eave, and parapet protection are desired at strategic locations where this training could be conducted. Provide a concrete parapet cap and roofing membrane protection at the roof access locations. Provide metal stand-off(s) to provide the wall, roof eave and gutters. Design for durable and easy to clean exterior wall and roofing materials to protect against potential for damage from the training exercises. RAPPELLING Inclusion of rappelling anchors (swivel hoist ring) on the backsides of roof parapets are desired at strategic locations where rappelling safety and training could be conducted. Anchors to be through bolted at the wall framing and watertight. Provide a concrete parapet cap and roofing membrane protection at the rappelling locations. Design for durable and easy to clean exterior wall materials to protect against potential for damage from the training exercises. Design to consider available site area and access below the rappelling locations. TRAINING GROUNDS Provide truck rated concrete pavement with rebar reinforcement at rear aprons to the apparatus bays for varies training exercises and scenarios and use of mobile props. Design to consider storage area of mobile props for roof ventilation and penetration. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE ATASCADERO PUBLIC SAFETY FACILITY NEW FIRE HEADQUARTERS FACILITY FIRE STATION NO. 2 RENOVATION AND EXPANSION BRIDGING DOCUMENTS - BASIS OF DESIGN NARRATIVES 805.541.1010 tenoverstudio.com EXTERIOR METAL STAIRS If there is a two story design solution as part of the Fire Station No. 1 portion of the project, an exterior stairway is desired for training purposes. Training for hose advancement training with a dry fire riser for training purposes. MEZZANINE AT FIRE STATION 1 Inclusion of rappelling anchors (swivel hoist ring) attached to the storage mezzanine floor adjacent to the apparatus bay(s). Anchors to be through bolted and recessed in floor framing and protected by metal access panels. Placement of anchors to be at strategic locations where rope skills, rappelling safety and training could be conducted within the apparatus bays Mezzanine metal guardrails to be fixed and have swing gates for training access. Access point(s) at the mezzanine floor to have a heavy duty metal channel for protection of the edge. Design for durable and easy to clean interior wall materials to protect against potential for damage from the training exercises. Design to consider available site area and access below the rope tying and rappelling locations. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE PROJECT: Request for Proposals City of Atascadero New and Renovated Public Safety Facilities Atascadero, CA ____________________________________________________________________________ The following represents additions, deletions, and revisions to the “Design-Build Request for Proposals” dated August 26, 2024, for the above-referenced project. It is the responsibility of the Design-Build Entities to submit the information contained in this addendum to all subcontractors and suppliers. The Proposer shall acknowledge receipt of the addendum in their formal RFP response. Item #1 – Questions: 1. Addendum #1 FS1 BOD Narrative Section G.4.c references a “media distribution unit” can the City please elaborate on what this is and its required data and power connectivity needs? This reference appears in both FS2 and PD BOD Narratives as well. Response: The “Media Distribution Unit” is a reference to the switch or other network device that is transmitting and receiving signal from devices connected to the network. It will be used to connect the AV systems together at the EOC. It is not needed at FS2 or PD. 2. Specification section 007316-2 noted the following: Please confirm First Class US Mail is an acceptable delivery method. Response: First Class US Mail is acceptable. 3. The RFI deadline of 10/14 we set with the original RFP submission of 10/21, please confirm if the RFI deadline can be extended one additional week to 10/21. Response: The RFI deadline is revised to 10/28. ADDENDUM NO. 05 ISSUE DATE: October 17, 2024 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE City of Atascadero New and Renovated Public Safety Facilities RFP Addendum No. 05 Page 2 Item #2 – Change of Receipt of Proposals Date: 1. Document 00 1119, Article 1, 1.01 Receipt of Proposals shall be revised to read: “The City will receive sealed proposals at the offices of the City of Atascadero City Clerk on or before November 4, 2024 (the “Proposal(s)). Proposals shall be due before 2 p.m. local time, as determined by www.time.gov. No fax or e-mail copies will be accepted.” END OF ADDENDUM NO. 05 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE PROJECT: Request for Proposals City of Atascadero New and Renovated Public Safety Facilities Atascadero, CA ____________________________________________________________________________ The following represents additions, deletions, and revisions to the “Design-Build Request for Proposals” dated August 26, 2024, for the above-referenced project. It is the responsibility of the Design-Build Entities to submit the information contained in this addendum to all subcontractors and suppliers. The Proposer shall acknowledge receipt of the addendum in their formal RFP response. Item #1 – Questions: 1. In regard to the attached document, the response to question #7 on Addendum 4 calls for (8) 4-post racks in the server room of the new Fire Station #1 however addendum 3 only calls for (2) 4-post racks at Fire Station #1 while calling for (8) 4-post racks at the Police Department server room. Please clarify how many racks are needed at each building and what functions they will serve. Response: The rack counts in the FF&E are incorrect. Below is what we would like to have: a. We would like (8) 4-post racks at the FS1/EOC server room i. (2) Network equipment (switches, patch panels, etc.) ii. (1) Storage devices, VM hosts iii. (2) Radio equipment iv. (1) NG911 equipment (failover) v. (1) E911 equipment (failover) vi. (1) Spare b. At the Police Station we would like (6) 4-post racks i. (1) Network equipment (switches, patch panels, etc.) ii. (2) Radio equipment iii. (1) NG911 equipment iv. (1) E911 equipment v. (1) Voice recorder, miscellaneous c. b. Open Frame Server Rack from racksolutions.com. Item #2 – Revised Sections 00 1119 Request for Proposals and 00 4200 Proposal Forms: 1. These sections have been revised to reflect the change from a stipulated sum and address scoring modifications based on price. ADDENDUM NO. 06 ISSUE DATE: October 30, 2024 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE City of Atascadero New and Renovated Public Safety Facilities RFP Addendum No. 06 Page 2 2. Document 00 1119 - Request for Proposals, replace in its entirety with the document attached. 3. Document 00 4200 - Proposal Forms, replace in its entirety with the document attached. Item #3 – Presentations: 1. D-BE teams will have the opportunity to present their final proposals to the scoring committee on the afternoon of Wednesday, 11/6 and the morning of Thursday, 11/7. Each team will be contacted to select their presentation date and time. END OF ADDENDUM NO. 06 Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 1 REQUEST FOR PROPOSALS DOCUMENT 00 1119 REQUEST FOR PROPOSALS The City of Atascadero (alternatively referred to herein as “City” or “Owner”) will receive competitive sealed Proposals from Design-Build Entities as described herein, for the following public work: Atascadero Public Safety Facilities (or “Project”). ARTICLE 1 – INTRODUCTION 1.01 Receipt of Proposals: The City will receive sealed proposals at the offices of the City of Atascadero City Clerk on or before November 4, 2024 (the “Proposal(s)). Proposals shall be due before 2 p.m. local time, as determined by www.time.gov. No fax or e-mail copies will be accepted. The Proposals (USB thumb drive and hard copies) must be submitted in a sealed envelope and marked: “CONFIDENTIAL”, DESIGN-BUILD ENTITY PROPOSAL FOR ATASCADERO PUBLIC SAFETY FACILITIES Attention: Ryan Hayes Deliver to: City Clerk Attn.: Ryan Hayes 6500 Palma Avenue Atascadero, CA 93422 (805) 470-3400 cityclerk@atascadero.org A. All Proposal envelopes will be time-stamped to reflect their submittal time. The City will reject all Proposals received after the specified time and will return such Proposals to the proposers unopened. LATE SUBMITTALS WILL NOT BE ACCEPTED BY THE CITY AS THE SUBMISSION DEADLINE WILL BE STRICTLY ENFORCED. B. If a proposer is delivering its Proposal via U.S. Postal Service, additional time will need to be allotted, as delays could result in the rejection of a Proposal. The D-B Entities must select a method of delivery that ensures submittals will be delivered to the correct location by the due date and time. C. Proposers are notified that this Project is subject to the requirements of Division 2, Part 7, Chapter 1 of the Labor Code (Public Works), and the requirements of Title 8. Division 1, Chapter 8. Subchapter 4.5 of California Code of Regulations (Compliance Monitoring and Enforcement by Department of Industrial Relations), including the obligation to furnish certified payroll records directly to the Labor Commissioner in accordance with 8 CCR 16461. E. Each proposer shall possess a valid Class B Contractor’s license issued by the California State Contractors License Board at the time of the Bid submission, unless the Project has any federal funding, in which case the successful Proposer must possess Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 2 REQUEST FOR PROPOSALS such a license at the time of Contract award. The successful proposer must also possess a current City business license or obtain one within 30 calendar days of award. 1.02 Proposal Requirements A. This Document 00 1119 sets forward terms and conditions for development, preparation, receipt, review, and evaluation of the Proposals for the Project. B. Each Proposer (also referred to as “Design-Build Entity”, “Design-Build Entities”, or “D-B Entity”) must submit its Proposal in accordance with this Document 00 1119. C. Only those Design-Build Entities who pre-qualified pursuant to the City Prequalification Process for Design Build Entities, issued June 14, 2024, and any amendments, modifications, or supplements thereto (the “Pre-Qualification Process”), are eligible to submit Proposals. D. Cost is an important criterion for the City and selection will be on a Best Value basis with cost being one of the evaluation factors. D. The original budget for the design and construction of the Project was $24,000,000. The budget has been revised but the City is looking for proposals that come as close as possible to the original budget while meeting the City’s goals and scope as described in the Request for Proposals and addenda. 1.03 Bridging Documents: A. Bridging Documents describe the minimum mandatory scope and needs of the Project. B. Bridging Documents are made available under Document 00 5201 (Bridging Documents). 1.04 Critical Success Factors: A. Critical Success Factors (“CSF”) are those issues that the City Project Team and its Project consultants have agreed are essential to the success of this Project and are the core essence of the Proposer’s responsibility. It is essential that the Proposer be responsive to the CSF and use the CSF as a guide in both the development of the response to the RFP, and in the design and construction of the requirements of the Atascadero New Public Safety Facilities Design Build Package. All Proposals will be reviewed and evaluated in light of the Critical Success Factors. 1. Atascadero New Public Safety Facilities shall be staffed, occupied, and entirely operational by July 31, 2026. The Activation phase is one month, which will require Design-Build Entity to successfully complete all aspects of its work per the Contract Documents no later than August 31, 2026. Proposers shall note these dates are for guidance only; each proposer shall provide a project schedule that results in the earliest completion dates without resulting in additional project cost. 2. City Departments, [Police, Fire, Community Development, Public Works, IT, City Manager’s Office, etc.], and other stakeholders (collectively, “Project Team”) have been integrally involved in developing the bridging documents for the Project. The Design-Build Entity will be expected to exhibit and foster ongoing teamwork and collaboration with this Project Team in every aspect of the effort to complete the project design, construction, start-up and testing, commissioning, transition, completion, and activation Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 3 REQUEST FOR PROPOSALS 3. The Design-Build Entity will be expected to: a. Fulfill all obligations of a D-B Entity under the Contract Documents; b. Fulfill all obligations of “Contractor” under the Agreement; c. Comply with the requirements of all Federal, State, County, City, and other authorities having jurisdiction regulations for required reviews, approvals, permits, construction, inspection, and record keeping; d. Create a Project that is energy efficient and uses sustainable design elements and construction practices and minimizes life cycle costs; e. Thoroughly start-up, test, and commission new systems to ensure efficient and reliable operation and compliance with performance requirements established in the Bridging Documents; and f. Systematically furnish all required warranties, operation and maintenance manuals, and record documents, and successfully transition and train facility staff, closing out the Project with no defects. g. Ultimate success of the project depends on the successful instantaneous cutover from the existing emergency communications and 911 systems to the new systems contained in this project. B. The CSF are the minimum standards that must be implemented under this Project. C. D. To receive additional points during evaluation and to provide the best value to the City, optional Additive Enhancements (Voluntary) as listed in paragraph 3.02F and can be provided for consideration. E. Proposers may include additional Enhancements in their Proposals. All enhancements must be of high quality, add significant value, provide benefit to the City, and be beyond the minimum requirements established in the RFP. F. The Bridging Documents represent the minimum requirements of the Atascadero New Public Safety Facilities Project, and an item will not be considered an Enhancement if it is utilized to meet an “or equal” requirement. G. The City retains the right to decline any Enhancements or Deductions. ARTICLE 2 – PROPOSAL DEVELOPMENT 2.01 Pre-Proposal Conference and Site Visit, And Confidential Meetings: A. A Mandatory Pre-Proposal Conference will be conducted on August 2, 2024, at 1pm at the existing Fire Station No. 1. Proposers are encouraged to email questions in advance of the conference. At the conference, each Proposer should be prepared to schedule a Project site visit with appropriate City personnel, to take place before the Proposer’s first confidential meeting. B. The City will transmit to all Proposers any Addenda as the City, in its discretion, considers necessary in response to questions arising at the Pre-Proposal Conference, mandatory site visit, or from confidential meetings. Proposers shall not rely upon oral statements; nor Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 4 REQUEST FOR PROPOSALS shall oral statements be binding or legally effective. 2.02 Existing Conditions and Related Data: A. Refer to Document 00 3100 (Available Project Information) and Document 00 3132 (Geotechnical Data and Existing Conditions). The Proposer is responsible for foreseeable site conditions and hazardous materials to the extent described in the RFP that could be reasonably inferred by the Proposers based on their experience and expertise on similar projects. B. Access to Site for Investigations: 1. Proposers are required to perform their own site investigations. After RFP issuance, the City will provide D-B Entity access to the Site to conduct any examinations, investigations, explorations, tests, and other studies, as D-B Entity deems necessary. D-B Entity must fill all holes and clean up and restore the Site to its former conditions upon completion of such explorations, investigations, tests, and studies. 2. Investigations may be performed only under the provisions of Document 00 2100 (Access, Indemnity and Release Agreement) and Document 00 7253 (General Conditions) including, but not limited to, proof of insurance and obligation to indemnify against claims arising from such investigation work. D-B Entity shall supply all labor, material, and equipment required to perform any investigations as it deems necessary. The City has the right to limit the number of pieces of machinery operating at one time due to safety or other reasonable concerns. 3. Site investigations performed by the Proposer must not interfere with the current operations at the sites or movement of the public through public spaces or rights-of-way. Proposer shall provide an investigation plan and schedule for City approval prior to performing any work on site. 2.03 Addenda: A. Proposers must direct to the City all questions about the meaning or intent of this Document 00 1119 and other Proposal Documents. Proposers must submit their questions by email to Ryan Hayes at rhayes@atascadero.org and Rob Nash at rob.nash@vanir.com. The City will issue by formal written Addenda interpretations or clarifications it considers necessary in response to such questions. B. The City will send by email Addenda to each pre-qualified Proposer to the address supplied to the City by each of them. Questions are due no later than 72 hours prior to the due date or extension, if any. The City may not respond to questions received after October 28, 2024. Only questions answered by formal written Addenda shall be binding. Oral and other interpretations or clarifications will be without legal effect. C. If the City deems advisable, the City may also issue Addenda to modify the Proposal Documents. D. Addenda shall be acknowledged in Proposal Form by number and shall be part of the Contract Documents. Proposers may obtain a complete listing of Addenda from the City. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 5 REQUEST FOR PROPOSALS 2.04 Other Requirements Prior To Proposing: A. Substitutions: It is the intent of the City to utilize the creative expertise of the Proposers. The requirements of the Contract Documents establish the design intent, level of quality and utility and special requirements. Proposers may propose, as Voluntary Enhancements, alternate materials, methods, and means to achieve the required results. However, the burden of compliance with the intent of Bridging Documents remains with the Proposer. 1. Proposals for substitutions must be made in conformance with the Contract Documents and be made on a system-wide basis such that the City is not asked to piecemeal its review of individual elements of a system. The City will reasonably cooperate in considering and reviewing substitutions and modifications. The City is not required, however, to approve substitutions or modifications that would change or reduce the performance standards, intended use, or value of the Project. B. Submission of a Proposal signifies the Proposer’s careful examination of Proposal Documents and complete understanding of the nature, extent, and location of Work to be performed. C. Proposer must complete the required investigations described in Document 00 7253 (General Conditions), as a condition to submitting a Proposal, and submission of Proposal shall constitute the Proposer’s express representation to the City that Proposer has fully completed these required investigations. ARTICLE 3 – CONTENT OF PROPOSALS 3.01 General Proposal Submission – Contents: A. Each Proposer shall submit its Proposal to the City at the address indicated herein. B. Each Proposer shall submit proposals neatly organized in three (3) ring (“D-ring” type) binders with the appropriate table of contents and tabs / dividers for: 1. One (1) complete original Atascadero New Public Safety Facilities Project Proposal with original signatures and all required deliverables. Separate from the copies and clearly marked as “ORIGINAL” 2. Eight (8) copies of the Atascadero New Public Safety Facilities Project Proposal and all required deliverables. 3. A separate sealed envelope with eight (8) sets of Proposal Pricing Forms. 4. Written text: 8 1/2-inch x 11-inch sheets of paper organized in three (3) ring binders. 5. Drawings: Eight (8) sets of drawings, 1/2 size standard edge bound and stapled. 6. One (1) thumb drive with an electronic copy of the Atascadero New Public Safety Facilities Project Proposal and all required deliverables. C. Proposers shall submit their Proposals and all deliverables in a manner that is structured to permit easy and definitive evaluation of each Factor identified herein as Evaluation Factors. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 6 REQUEST FOR PROPOSALS D. Proposals shall be deemed to include any written responses of a Proposer to any questions or requests for information of the City made as part of the Proposal evaluation process after submission of the Proposal. E. The Proposal must contain the following, fully completed (and where applicable, executed) documents: 1. Document 00 4200 (Proposal Form). a. The Proposal Form must be completed as indicated therein. Proposers must provide information for all items, including Additive Enhancements (Voluntary), and Other Alternates. Information regarding Other Alternates must either be attached to Proposal Form or be included elsewhere in Proposal. 2. Proposal Security. a. Proposers must submit with their Proposals cash, a certified check or cashier’s check from a responsible bank in the United States, or a corporate surety bond furnished by a surety authorized to do surety business in the State of California, of not less than 10% (ten percent) of the proposed Contract Sum, payable to the City of Atascadero. b. The City will provide the required form of corporate surety bond, Document 00 4316 (Bond Accompanying Proposal), if used. c. The City will reject as non-responsive any Proposal submitted without the necessary Proposal security. The City may retain all Proposal securities and Proposal bonds until the later of 60 days after Proposal opening or execution of the Contract and deposit of all necessary bonds and other items, at which time the City shall return the Proposal securities and Proposal bonds of any non-defaulting Proposer. 3. Document 00 4330 (Subcontractors List), identifying all Subcontractors who will participate in the Contract which are known as of the Proposal date. 4. Document 00 4516 (Design-Build Entity Certifications), signed and completed (and including any attachments) as indicated therein. 5. Document 00 4520 (Non-Collusion Declaration), subscribed and sworn before a notary public. No Proposer may make or file or be interested in more than one Proposal for the same supplies, services, or both. 6. Document 00 4530 (Iran Contracting Act Certifications), signed and completed as indicated therein. 7. Document 00 4531 (Stipend Acknowledgement Form), signed and completed as indicated therein. 8. Letter from Surety. A letter from a surety duly licensed to do business in the State of California, having a financial rating from A. M. Best Company of A-, VII or better, confirming that surety has agreed to provide Design-Build Entity with performance and payment bonds in accordance with the requirements set forth in the Contract Documents 00 6113.13 (Construction Performance Bond) and 00 6113.16 (Construction Labor and Material Payment Bond), with minimum penal sums in the amounts set forth therein. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 7 REQUEST FOR PROPOSALS 9. Letter from Insurer. A letter from an insurance underwriter, having a financial rating identified in Document 00 7316 (Supplementary General Conditions – Insurance and Indemnification), confirming that the insurer will provide the coverages and amounts required for Design-Build Entity specified in the Contract Documents. 10. Material Changes List. If Proposer is unable to certify in Document 00 4516 (Design-Build Entity Certifications) that all information it submitted to the City in connection with the Pre-Qualification Process remains true and correct in all material respects as of the date of submitting its Proposal, a list of all such changes (“Material Changes List”), accompanied by the same types of information that Proposer was required to submit for as part of the Pre-Qualification Process. 11. Technical Proposal Submission, containing the following items, as further described or referenced in paragraph 3.01F.1 below: a. Proposed Staffing and Designated Subcontractors b. Proposed Design and Design Approach; Life-Cycle Costs c. Draft Project Management Plan d. Preliminary Baseline Design / Construction Schedule including Staffing Plan e. Base Items f. Enhancements (Additive and Voluntary) F. To assist in the City evaluation, Proposers are encouraged to organize their Technical Proposal Submissions based on the following eight Evaluation Factors, as further described in paragraph 4.04 below: 1. Proposed Team Technical Design and Construction Expertise 2. Proposed Design and Design Approach 3. Base Project Pricing 4. Project Pricing – Enhancements and Alternatives 5. Draft Project Management Plan 6. Preliminary Baseline Design / Construction Schedule 7. Life Cycle Costs over 30 Years 8. Quality of Proposal / Presentation and Questions 3.02 Technical Proposal Submission: A. Proposed Staffing and Designated Subcontractors 1. Submit a list of the proposed staffing for the Project; the listing must include all key team personnel previously approved in the Pre-Qualification Process and include at a minimum the specific positions indicated below, and such others as the City may request before Proposal date (“Key Personnel”). Substitutions will not be permitted without prior approval of the City. Additional staff required but not part of the Pre-Qualification Process should be added. See also paragraph 3.02D below. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 8 REQUEST FOR PROPOSALS a. Project Executive b. Overall Project Manager c. Design Manager d. General Superintendent e. Superintendent f. Architect of Record g. Design Architect h. Safety Manager i. Cost Estimator j. Project Scheduler k. Quality Control Manager If one individual will be fulfilling the duties of more than one position identified above, include one resume for the individual noting the Key Personnel positions they will be filling. 2. D-B Entities MUST provide an organizational chart that defines the Project Management and Staffing Plan -- All Planned Project Personnel -- for both the preconstruction and construction portions of the Project. 3. D-B Entities shall include resumes demonstrating the qualifications of the Key Personnel on the Organizational Chart for the project. D-B Entities MUST provide a table showing the planned staffing during both preconstruction and construction phases. The table shall list all individuals assigned to perform work directly on the project and indicate name, job classification, existing employees, or employees to be hired, or non-employees (Independent Consultants), the hours each individual is assigned to each Phase of the project and the total of all hours planned to be expended during each phase over the course of the project. 4. D-B Entities MUST provide a "staffing" fee breakdown, expanded sections of the "table" listed above to include hourly rates for the staffing levels identified including a total cost for each staff member and a bottom-line total cost for ALL staff identified in the "table" for both "preconstruction" and "Construction" phases. The hourly rates for staff shall include all applicable staff costs EXCLUDING overhead and profit. 5. All Subcontractors who are known to be performing portions of the Work on Proposal day (Designated Subcontractors) must be identified in Document 00 4330 (Subcontractors List). All Subcontractors not designated, or trade not performed by the Design-Build Entity must be competitively bid and awarded by the Design-Build Entity. Designated Subcontractors will not require public bidding beyond this RFP process. 6. All Subcontractors working on Project Site, whether included in Proposal or otherwise, must have an Experience Modification Rate (EMR) of 1.00 or less. If a proposed subcontractor has an EMR higher than 1.00 they may submit an explanation; the City shall make the final determination of the acceptability of the subcontractor. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 9 REQUEST FOR PROPOSALS B. Proposed Design and Design Approach; Life-Cycle Costs 1. General: Prepare written documents listed below to depict the Proposer’s design in response to the City’s requirements for each of the three project sites. The submittal requirements listed below are minimum requirements. Proposer may submit additional materials in their Atascadero New Public Safety Facilities Project Proposal. Additional materials submitted by the Proposer may or may not be reviewed by the City at the City’s sole discretion. Internet links to websites are not permitted. 2. Design narrative may include diagrams, graphic illustrations, conceptual sketches and ideas, exhibits, and photographic images. 8-1/2-inch x 11-inch Format. (Site plans, conceptual floor plans, grading plans, etc. to be scaled to fit standard drawing sheet size (30-inch x 42-inch) with 1/2 size sheets required for submittal). 3. Building Program Report: Spreadsheet format indicating all proposed program spaces with both net and gross square footages as compared to the required building program and gross square footages of the Project. Deviations from the required building program gross square footages are to be clearly highlighted. Additions to the City’s issued Specifications are to be clearly noted. 8-1/2-inch x 11-inch Format (Note, each proposer should present a draft version of this document at its first confidential meeting.) 4. Prepare conceptual design plans that illustrate the character (design theme for the Atascadero New Public Safety Facilities Project), including conceptual drawings and preliminary additional Additive Enhancements (Voluntary) as necessary to describe the Architect’s design intent. a. Site Plan: Overall site plan including the size and locations of the proposed elements, and all landscape, and hardscape (including parking), integration with existing facilities, access, and security. Provide conceptual drawings to assure visual unity between areas all site components and building forms. b. Conceptual Floor Plans: 1/16” = 1’-0” Scale (minimum) overall plans of the proposed building elements. c. Enlarged Floor Plans: Large scale plans as required to depict the design intent of the facility. d. Building Elevations: A minimum of one elevation (2 preferred) showing the public approach. e. Building Sections: a minimum of one building section (2 preferred) through the buildings, including the dispatch area at the Police Facility. 5. Technical Approach Plans for the Atascadero New Public Safety Facilities Project and Site including backup documentation as appropriate, to identify the proposed types, integration, and operations of systems for the facility illustrating the best value for the City. Technical approach plans are to include: a. Narrative(s) detailing the basic approach. b. Conceptual layout(s) of building systems. c. Proposed systems including a description of types, efficiencies, quantities, Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 10 REQUEST FOR PROPOSALS and capacities. d. Approach to maintaining and servicing proposed systems. e. Narrative(s) outlining the proven track record(s) of the proposed systems and vendors including tried and tested processes, systems, and capabilities. 6. On- and Off-Site Civil and Utilities Systems: a. Provide a narrative description and where applicable, conceptual drawings of the proposed civil engineering design and approach, including the proposed unique design features, conformance with the Contractors Storm Water Pollution Prevention Plan, and stormwater and post construction requirements (SCM’s), sustainability features and energy conservation for the best value for the City. 7. Provide a conceptual Grading Plan, including a narrative and backup documentation as appropriate, to address the approach and sequence of grading activities. Include your approach to efficiently design and install building pads. 8. Prepare conceptual Site Utility Plans with points of connection including Sanitary Sewer, Domestic and Fire Water, Storm Drain, Gas, and Electrical services. 9. Include hard and soft calculations which demonstrate the level of energy efficiency, as well as a Statement regarding the Proposers’ experience in using such programs. 10. Submit a Life-Cycle Cost (LCC) analysis of proposed systems describing the Proposer’s approach for evaluating alternatives and developing cost effective designs, systems, and components as part of sustainable design. Life-cycle benefit analyses must be shown over a thirty (30) year life-cycle period and include present value, maintenance, energy use, repairs, and replacement costs (omit salvage value and demolition costs). LCC shall use a 3% energy costs escalation rate (use PG&E A10 Rates, and SoCal Gas Rate of GN-10), Use the City’s 2024 hourly maintenance staff Rate of $125.00), 3% personnel/staff escalation rate and 2% maintenance cost escalation rate. Proposer’s LCC analysis should take into account its proposed Base Project plus Enhancements and Alternatives reflected in Document 00 4200 (Proposal Form). C. Draft Project Management Plan Submit a draft Project Management Plan that addresses all the following: (in no particular order): 1. Communication Plan, including: a. Proposer’s Organization and Lines of Communication b. Electronic Communications, including requirements for a Site Project website (to be provided by Design-Build Entity) c. Meetings and Conferences Plan d. Project Directory and contact information 2. Quality Assurance / Quality Control Plan Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 11 REQUEST FOR PROPOSALS 3. Construction Traffic Management Plan 4. Safety Plan 5. Commissioning Plan 6. Utility Coordination Plan 7. Construction Traffic/Site Logistics/Staging Areas/Phasing Plan D. Preliminary Baseline Design / Construction Schedule, including Staffing Plan 1. Submit a preliminary Critical Path Method (CPM) baseline design / construction schedule to complete the Work – “Atascadero New Public Safety Facilities Project Proposal Schedule” - incorporating critical milestones and events known or understood by the Project Proposer, i.e., coordination with other projects planned at the site. The schedule must represent the Project Proposer’s intended plan for completing the Work within the contract time and comply with Section 01 3200 Progress Schedules and Reports paragraph 2.03C. 2. The preliminary schedule shall include a Key Personnel staffing schedule, indicating all periods when each of the Key Personnel (as defined in paragraph 3.02A above) are anticipated to be committed to working on the Project, and other information in Section 01 3200 paragraph 3.02C.3. 3. In developing the Preliminary Baseline Design / Construction Schedule the Project Proposer should consider activities, logic, durations, and milestones related to the following: a. Systems / Design Confirmation Completion / confirmation / review and approval by City of Atascadero, and Local Fire Marshal in addition to all AHJ’s (Authorities Having Jurisdiction) of design activities for each project component as necessary to document Design-build Entity’s specific approach to meet the design guidelines and performance requirements required by Bridging Documents, and as required to construct the Atascadero New Public Safety Facilities Project including, but not limited to: 1. On and off-site utilities 2. Site grading and geotechnical requirements 3. Facility design and construction 4. Accessibility b. Atascadero New Public Safety Facilities Stakeholder Reviews Proposed review and confirmation activities and durations for Atascadero New Public Safety Facilities stakeholder team during program confirmation, systems confirmation, design, construction, submittal review, start-up and testing, commissioning, and project close-out. Stakeholders may include, but are not limited to: 1. City of Atascadero Public Works 2. City of Atascadero Community Development/Planning Department Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 12 REQUEST FOR PROPOSALS 3. City of Atascadero Police Department 4. City of Atascadero Information Technology Department 5. City of Atascadero Fire Department 6. City of Atascadero Administrative Services 7. City Manager’s Office c. Regulatory Agency Reviews Proposed review and approval activities and durations during design, construction, commissioning, and project close-out including, but not limited to: 1. City of Atascadero Community Development/Planning Department 2. City of Atascadero Building Division 3. City of Atascadero Fire Department 4. City of Atascadero Public Works (Offsite Utilities, Road Improvements, stormwater requirements) 5. Air Pollution Control District 6. State Water Quality Control for Storm Water Pollution plan and General Construction permit. 7. Utility companies engineering, reviews, and permitting 8. All additional Authorities Having Jurisdiction d. In planning the project activities, durations, and milestones, the Proposer should consider the following: Review and approvals periods required by federal, state, county, city, and other authorities having jurisdiction, regulatory review, and approvals 1. Assume 15 workday turn-around for Atascadero New Public Safety Facilities Project Stakeholder reviews of major submittals including submittals required by regulatory agencies. 2. Assume 6-week turn-around for each City Building Division and City Police and Fire Department review. 3. City will provide commissioning services. Reviews and approvals by the City project management team and City stakeholders do not constitute approval by City Building Division and any other Authorities Having Jurisdiction (AHJ). The D-B Entity maintains responsibility for addressing all AHJ comments and obtaining approvals and permits. E. Base Items 1. Work of Contract Documents. This comprises all work of Contract Documents including Bridging Documents. 2. Allowances. There are no allowances on this project. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 13 REQUEST FOR PROPOSALS 3. Subtotal: The sum of the Work of Contract Documents and Allowances shall be identified here. F. Enhancements and Voluntary Enhancements 1. An Enhancement is a demonstrated benefit to the Project that is beyond the minimum requirements established in the RFP. (See paragraph 4.04.B.3, paragraph 4.04.B.4 below, and Document 00 4200 (Proposal Form) Schedule of proposal Prices, for scoring the Enhancements.) 2. Project includes nine (9) Enhancements: a. Enhancement F-1 Locate Auxiliary Building (back in apparatus bays and exercise room) shown at Fire Station No. 1 to Fire Station No. 2. Provide alternate location for exercise at Fire Station No. 1. b. Enhancement F-2 Provide stand alone Exercise Building at Fire Station No. 2. c. Enhancement F-3 Add perimeter fencing and electrically operated rolling gates at entrance and exit from Fire Station No. 2. d. Enhancement F-4 Add HVAC unit to provide individual temperature control in each bunk room at Fire Station No. 2. e. Enhancement F-5 Provide ballistic glazing level 3 at all windows facing Highway 101 at Fire Station No. 2. f. Enhancement P-1 Provide repair work described for existing site walls along Palma and Rosario Avenues at the Police Station. g. Enhancement P-2 Provide heat pumps in place of roof top HVAC units. 3. In addition to the Enhancements identified above, Proposers are encouraged to propose other enhancements or alternatives that could improve the Project, referred to as “Voluntary Enhancements.” Voluntary Enhancements may include, without limitation, the following: a. Furnish extended warranties and guarantees for major equipment. b. Any design feature that would increase safety, security, and efficiency for staff and / or building users beyond that required by the Bridging Documents. c. Any design feature or material specification that would increase reliability / durability of facility operations or reduce the cost of facility maintenance beyond that required by the Criteria Documents. d. Increased longevity and durability for equipment or materials. e. Extend roofing warranties from 20 to 30 years for buildings with roofing membranes. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 14 REQUEST FOR PROPOSALS f. Reduce or compress project delivery schedule or show significant benefit to the City to extend the proposed schedule. g. LEED (minimum) rating including registering the project with the United States Green Building Council and certification. 4. The original budget for the design and construction of the Project was $24,000,000. The budget has been revised but the City is looking for proposals that come as close as possible to the original budget while meeting the City’s goals and scope as described in the Request for Proposals and addenda. 5. All Proposers must include pricing for each individual Enhancement and Voluntary Enhancement on Document 00 4200 (Proposal Form) Schedules 1-A and I-B, respectively. 6. For each Enhancement, and Voluntary Enhancement, submit the following: a. A unique identification number (to be used in Proposal Form Schedule 1-A or 1-B, as applicable); b. A narrative description of the Enhancement, or Voluntary Enhancement; c. A list / description of benefits to the City; d. Affected Specification / Bridging Documents section references and changes (if applicable); e. New performance criteria (if applicable); f. New concept drawings (if applicable); g. A comparison between the original Specification / Bridging Documents requirements and the proposed change; and h. Cost benefit analysis (if applicable). 7. The City will take Enhancements, and Voluntary Enhancements into account in determining Contract Sum only if accepted and actually included in the Contract, either at time of award (see Document 00 5100 Notice of Award and Document 00 5200 Agreement paragraph 1.02.B) or, with respect to Enhancements and Voluntary Enhancements, subsequently as an Alternate (see Section 01 1100 Summary of Work paragraph 1.04 and paragraph 3.02.F.8 below). All Enhancements, and Voluntary Enhancements which are not included in Contract at time of award may become Alternates. The City may add any Enhancements and/or Voluntary Enhancements to Contract, at price indicated in Document 00 4200 (Proposal Form) Schedules 1-A and 1-B, as applicable, by notifying Design-Build Entity no later than the date indicated for each item in Schedules 1-A and 1-B, as applicable (“City Decision Point Date”). See also Document 00 5200 (Agreement) paragraph 1.03. 3.03 Proposal Guide To aid Proposers in preparing and submitting their Proposals, the following is provided as a guide: A. The certification of the Proposal Sum must be without any conditions and / or alterations and / or exceptions. B. Design-Build Agreement administration refinements, conditions regarding price escalation, Design-Build Agreement language modifications, value engineering to attain the City’s budget, additional allowances that limit the extent of work, modifications to RFP documents that reduce the RFP requirements or scope of work, and / or infer pre-approval Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 15 REQUEST FOR PROPOSALS of substitutions etc., or any other conditions, clarifications that reduce the requirements and / or infer a pre-approval of a change to the requirements or a conditional acceptance of the Atascadero New Public Safety Facilities Project Proposal will not be allowed and may be the basis for considering the Atascadero New Public Safety Facilities Project Proposal to be non-responsive at the sole discretion of the City. C. Substitutions: It is the intent of the City to utilize the creative expertise of the Proposers. The requirements of the Contract Documents establish the design intent, level of quality, utility, and special requirements. Proposers may propose, as Voluntary Enhancements, Alternative Technical Concepts alternate materials, methods, and means to achieve the required results. However, the burden of compliance with the intent of Bridging Documents remains with the Proposer. D. The evaluation of the Proposals during this selection phase is not intended to be final judgment on the validity or acceptability of alternate solutions. E. Proposals for substitutions must be made in conformance with the Contract Documents and be made on a system-wide basis such that the City is not asked to piecemeal its review of individual elements of a system. The City will reasonably cooperate in considering and reviewing substitutions and / or modifications. The City is not required, however, to approve substitutions and / or modifications that would change or reduce the performance standards, intended use, and / or value of the Project. F. The acceptance of, and / or the issuance of a stipend in connection with the Atascadero New Public Safety Facilities Project Proposal, does not constitute acceptance by the City that any or all of the proposed elements are in conformance with the Contract Documents. G. The Proposer is responsible for foreseeable site conditions and hazardous materials to the extent described in the Proposal Documents and / or that could be reasonably inferred by the Proposers based on their experience and expertise on similar projects. H. Proposers are required to perform their own site investigations. ARTICLE 4 – PROPOSAL RECEIPT AND EVALUATION 4.01 General: A. Proposals will be evaluated in a two-stage process. In the first stage (“Stage 1”), all pre-qualified Proposers will participate. In the second stage (“Stage 2”), after review of all proposals and meetings with the short-listed Proposers as requested and initiated by the City, the short-listed Proposers will be asked to submit best and final Proposals, and if award is to be made it will be based on the best and final Proposal. B. The short-listed Proposers who are not awarded the Contract are eligible to receive a stipend of $25,000 for their participation in the Proposal process. In exchange for eligibility to receive the stipend, participation in the Proposal process, and subject to compliance with the obligations herein, all pre-qualified Proposers shall execute the Stipend Acknowledgement Form agreeing to the following conditions: 1. Any pre-qualified Proposer not awarded the Contract shall agree not to protest the award of the Contract to a different pre-qualified Proposer. 2. All Proposal documents and other submissions and concepts discussed by any pre-qualified Proposer shall become the property of the City. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 16 REQUEST FOR PROPOSALS C. Any pre-qualified Proposer that fails to submit a responsive Proposal (including without limitation withdrawing from the competition), and any finalist (short-listed) Proposer that fails to submit a responsive best and final Proposal, shall not receive a stipend. D. Proposers shall submit the completed Stipend Acknowledgement Form (see Document 00 4531) with their proposal. Failure to include the Stipend Acknowledgement Form may result in forfeiture of the stipend. 4.02 Proposal Receipt and Evaluation: A. The City shall date and time stamp Proposals on receipt. Proposals will not be opened publicly but may become public as described below. B. The City will open the Proposals and perform a preliminary review to identify any patently defective Proposals. City action on defective Proposals may include refusal to evaluate such Proposals and elimination from the Proposal process. The City reserves all rights to take any action consistent with the requirements of this Document 00 1119 (Request for Proposals), including, without limitation, requesting additional information after receipt and opening of Proposals and waiving any inconsequential defects. C. All Proposals from Proposers which remain after the preliminary review shall be evaluated by one or more Selection Committee(s), which will be comprised of individuals selected by the City. The Selection Committee(s) will review the Proposals and award points using the methodology described in this Document 00 1119. 4.03 Interviews / Presentation: A. The City hereby reserves the right to request proposal revisions and hold discussions and negotiations with the short-listed Proposers. Following receipt and evaluation of Proposals, each Proposer may be invited to a two-hour, confidential and proprietary interview / presentation. The interview / presentations are anticipated to commence during the week of November 4, 2024, and be completed within a week to ten days thereafter. At that time, each Proposer will have an opportunity to discuss its Proposal in detail with the Selection Committee. This may be another opportunity for the City to request additional clarification. In these interviews, the Proposer and its team of contractors, architects, engineers, and specialty consultants will present the Proposal, and respond to questions from the Selection Committee. Each Proposer must have their proposed key personnel assigned to the Atascadero New Public Safety Facilities Project present as the primary representatives during this process. The interview / presentation will be hosted by each Proposer at a venue chosen by the City of Atascadero in Atascadero, CA. The specific date(s) and times for each Proposer’s interview will be established and announced at a later date. B. Following the interview / presentations, the City may request the short-listed finalists to submit best and final Proposals (Stage 2), and the deadline for submission. C. The City, in its sole discretion, may elect to request proposal revisions and hold discussions and negotiations with responsive Proposers as follows to ensure that any discussions or negotiations are conducted in good faith. 1. During negotiations, the design-build entity shall be represented by a person or persons who are familiar with all aspects of the D-B Entity’s proposal. At least one person on behalf of the design-build entity shall have the power to speak with Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 17 REQUEST FOR PROPOSALS authority on behalf of the design-build entity, and to contractually bind the design-build entity and all members of the design-build team without further authorization of persons not present. No D-B Entity shall be represented, and no person shall be present that is not directly interested and involved in the outcome of the RFP process- observers will not be permitted. 2. The date, time, and place for negotiations shall be scheduled by the City. Written notice shall be given separately to the D-B Entity or D-B Entities selected to engage in negotiations. 3. The length of negotiations shall be dictated by the subject matters discussed. Such time may be devoted as the RFP evaluation committee determines is appropriate and necessary. Negotiations may be held, at the discretion of the City, in one or multiple rounds. 4. There will be no disclosure of pricing, technical, or otherwise proprietary information until a recommendation is made to the City Council related to this RFP. 5. The City shall have the right to disclose and discuss with any or all design-build entities technical information contained in any proposal that is not appropriately designated as “Proprietary Information”. 6. Negotiations may in a fair and impartial manner include bargaining, which includes offers and counteroffers, etc., and may apply to price, schedule, technical requirements, Contract terms or other factors or issues the City determines are relevant. 7. The City reserves the right to establish additional procedures for the interview / presentations and will notify all Proposers if the City exercises this right. D. In evaluating Proposals (both Stage 1 and Stage 2), the City will consider the information provided in the Proposer’s Proposals, the Proposer’s compliance with the prescribed requirements, and such other data as may be requested in this Document 00 1119 (Request for Proposals), Proposer’s interview / presentation, or any other items provided prior to the issuance of Document 00 5050 (Notice of Intent to Award). The City’s evaluation of Proposals will follow the methodology described in this Document 00 1119. E. The City may conduct such investigations as the City deems necessary to assist in the evaluation of any Proposal and to establish the Proposer’s responsibility, qualifications and financial ability, proposed designers, subcontractors, suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents and Proposer’s proposed price to the City’s satisfaction within the prescribed time. The City shall have the right to communicate directly with Proposers’ Surety regarding Proposer’s bonds. F. The City will resolve discrepancies between (1) the multiplication of units of Work and unit prices in favor of the unit prices; (2) the indicated sum of any column of figures and the correct sum thereof in favor of the correct sum; and (3) written words and figures, or words and numerals, in favor of the words. 4.04 Evaluation Factors / Best Value: A. Maximum Points for Each Evaluation Factor For each of Stage 1 and Stage 2, the City will evaluate each Proposal based upon the following factors, with the maximum number of Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 18 REQUEST FOR PROPOSALS points allocated to each factor as indicated in the Points Matrix below. EVALUATION FACTORS Maximum Points I. Proposed Team Technical Design and Construction Expertise 30 II. Proposed Design and Design Approach 45 III. Base Project Pricing 50 IV. Project Pricing – Enhancements and Alternates 25 V. Draft Project Management Plan 15 VI. Preliminary Baseline Design / Construction Schedule 25 VII. Life-Cycle Costs over 30 Years 20 VIII. Quality of Proposal / Presentation and Questions 10 Total Maximum Points 220 B. Evaluation Factor Description 1. Factor # I: Technical Design and Construction Expertise of Proposed Dedicated Staff Team (including Designers and Subcontractors) a. The Proposer whose proposed team, including designers and Designated Subcontractors (see paragraph 3.02A above), is determined by the City to be the most qualified, when compared with the teams proposed by the other Proposers, will receive the maximum number of points for this factor. All other Proposers will receive fewer points, as determined by the City. 2. Factor # II: Proposed Design and Design Approach to Architectural Aesthetics, Design Innovation and Project Requirements a. The Proposer whose proposed Project design, and approach to designing the Project, in a manner which provides the City with the best combination of quality, utility, strategic approach to designing the project, architectural aesthetics of the proposed design solutions, and design innovation, while still complying with all Project Operational, Performance, and quality requirements (see paragraph 3.02A.1 above), is determined by the City to be the best, when compared with the design and approaches proposed by the other Proposers, will receive the maximum number of points for this Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 19 REQUEST FOR PROPOSALS factor. All other Proposers will receive fewer points, as determined by the City. b. For purposes of this evaluation factor: The term “architectural aesthetics of the proposed design solutions” shall broadly encompass the totality of a Proposer’s proposed design approach and innovative solutions, including the quality and responsiveness of any Plans, Drawings, Schematics, Specifications, and similar Design Documents submitted with the Proposal. Presentation drawings which adequately depict the proposed appearance, functionality and layout of the facility are highly encouraged. 3. Factor III: Base Project Pricing a. This factor is scored with the lowest cost for the base project receiving the maximum number of points and each successively higher base project cost receiving successively fewer points. See Document 00 4200 Proposal Form, Part I and Part II. See Document 00 4200 Proposal Form, Part I and Part II. b. As described in more detail in the Proposal Form, Proposal submissions will fall into one of these categories: 1) Total Base Price with No Enhancements The Proposer whose Total Base Price, as described in more detail in Document 00 4200 Proposal Form, comes closest to the original budget of $24,000,000 will receive the maximum 50 points. 4. Factor # IV: Project Pricing – Voluntary Enhancements a. This factor includes Enhancements and Voluntary Enhancements as contained in each Proposal. The City will score each Proposal between 0 and 25 points depending on the desirability, value, and utility of the proposed enhancements. 5. Factor # V: Draft Project Management Plan a. The Proposer whose draft Project Management Plan, including the clarity of the intent of each individual item and the continuity of all items comprising the overall plan (see paragraph 3.02C above), is determined by the City to be the most thorough, comprehensive, and likely to achieve the highest quality project, when compared with the draft management plans proposed by the other Proposers, will receive the maximum number of points for this factor. All other Proposers will receive fewer points, as determined by the City. 6. Factor # VI: Preliminary Baseline Design / Construction Schedule a. The Proposer whose Preliminary CPM Schedule (see paragraph 3.02D above) is determined by the City to show a (i) recognition of and understanding of the tasks necessary to complete the Project, (ii) clear identification of the process requirements for each of the project stakeholders and all governing agencies that will affect the project, (iii) acknowledgement of critical milestones, and (iv) efficiencies that can be achieved in project delivery and also, (v) the earliest realistically achievable completion dates, when compared with the Preliminary Baseline Design / Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 20 REQUEST FOR PROPOSALS Construction Schedules proposed by the other Proposers, and which includes a Key Personnel staffing schedule consistent with the proposed progress of the Work, will receive the maximum number of points for this factor. All other Proposers will receive fewer points, as determined by the City. 7. Factor # VII: Life Cycle Costs over 30 Years a. The City is interested in constructing new facilities whose sustainable design results in a low life cycle cost as calculated over a thirty (30) year period and in assessing realistically achievable ideas for costs savings / enhancements / and / or proposed systems to reduce the project’s operating costs. As such, the City will evaluate Each Proposer’s Life-Cycle Cost (LCC) analysis and estimate the reasonably anticipated life cycle costs over 30 years associated with each Proposal, based on each Proposer’s Base Project Plus Enhancements reflected in Part II of Schedule of Proposal Prices in Document 00 4200 (Proposal Form), and taking into account (i) replacement costs of any systems / components whose service lives do not exceed 30 years, and (ii) annual price increases and present value discounts identified in paragraph 3.02.B.9. The Proposer whose Proposal is (1) estimated to have the least expensive life- cycle costs over 30 years, and (2) determined to contain the most realistic proposals for cost savings shall receive the maximum number of points for this factor. All other Proposers will receive fewer points, as determined by the City. 8. Factor # VIII: Quality of Proposal / Presentation and Questions a. The Proposer whose Proposal is determined by the City to be the most thorough, comprehensive, and likely to achieve the highest quality project, when compared with the Proposals by other Proposers, will receive the maximum number of points for this factor. All other Proposers will receive fewer points, as determined by the City. C. Best Value; Tie Breaker: The Proposal that receives the greatest total number of points based on the above Evaluation Factors shall be considered to provide the Best Value to the City. In the event of a tie, pursuant to Public Contract Code Section 22038, the City reserves the right to select the Proposal which, in the City’s sole discretion, is determined to provide a superior design and construction solution with regard to sustainability, efficiency, systems and processes, as compared to the other Proposal receiving a tied score and shall be considered to provide the Best Value to the City. 4.05 Modification / Addition of RFP Procedures: A. The City reserves the right to modify existing procedures and / or establish additional procedures for the Proposal process and will notify all Proposers if the City exercises this right. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 21 REQUEST FOR PROPOSALS ARTICLE 5 – AWARD 5.01 Notice of Intent to Award: A. If the Contract is to be awarded, the City will notify the responsive Proposer whose best and final Proposal is determined to provide the Best Value to the City. The City shall issue Document 00 5050 (Notice of Intent to Award). The City shall electronically mail the Notice to all Proposers who submitted best and final Proposals and all parties who requested that the City provide such notice. The Notice shall identify the Design-Build Entity recommended for award. 5.02 Award of Contract: A. Upon completion of the City’s evaluation of all Proposals, including without limitation all required action by the City Council, The City shall issue Document 00 5100 (Notice of Conditional Award), which shall identify the next-two highest ranked Proposers. B. Document 00 5100 (Notice of Award) shall, among other things, identify which Enhancement and Voluntary Enhancements will be included in Work at time of award. Enhancements and Voluntary Enhancements may become Alternates, each of which will be subject to acceptance by the City at the respective prices, and, with respect to Enhancements, until the respective dates (each, a “City Decision Point Date”), specified in the successful Proposer’s final Document 00 4200 (Proposal Form) Schedules 1-A and 1-B. C. The City reserves the right to terminate the contract at any time for convenience prior to the commencement of construction. Upon notice of termination for convenience D-B Entity shall only be entitled to payment for work performed during the design phase of the project. 5.03 Post-Notice of Award Requirements: A. After Notice of Conditional Award, the successful Design-Build Entity must submit the documents listed in items 1 and 6 below no later than 5:00 p.m. on the date that is five (5) business days after issuance of Notice of Conditional Award. Execution of the Contract is dependent upon approval of these documents: 1. Document 00 5200 (Agreement): To be executed by the successful Design-Build Entity. Submit seven (7) copies, each bearing all required original signatures. 2. Document 00 6113.13 (Construction Performance Bond): To be executed by successful Design-Build Entity and surety, in the amount set forth in Document 00 6113.13 (Construction Performance Bond). Submit three (3) copies, each bearing all required original signatures. 3. Document 00 6113.16 (Construction Labor and Material Payment Bond): To be executed by successful Design-Build Entity and surety, in the amount set forth in Document 00 6113.16 (Construction Payment Bond). Submit three (3) copies, each bearing all required original signatures. 4. Document 00 6536 (Guaranty): To be executed by successful Design-Build Entity, in the form set forth in Document 00 6536 (Guaranty). Submit seven (7) copies, each bearing all required original signatures. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 22 REQUEST FOR PROPOSALS 5. Insurance forms, documents, certificates and endorsements required by Document 00 7316 (Supplementary Conditions – Insurance and Indemnification). Submit one (1) copy, each bearing all required original signatures. 6. Any other document specified in Document 00 5100 (Notice of Conditional Award). 5.04 Failure to Execute and Deliver Documents: A. If the Design-Build Entity to whom the Contract is awarded fails or neglects to execute and deliver all required Contract Documents including bonds, insurance certificates and other documents, as required in paragraph 5.03 above, the City may, in its sole discretion, deposit the Design-Build Entity’s surety bond, cashier’s check or certified check for collection, and retain the proceeds as liquidated damages for Design-Build Entity’s failure to enter into the Contract Documents. Design-Build Entity agrees that calculating the damages the City may suffer as a result of the Design-Build Entity’s failure to execute and deliver all required Contract Documents and other required documents would be extremely difficult and impractical and that the amount of the Design-Build Entity’s required Proposal security shall be the agreed and presumed amount of the City’s damages. 5.05 Right to Reject Proposals: A. The City may reject any and all Proposals and waive any informalities or minor irregularities in the Proposals at its sole discretion. The City also reserves the right, in its discretion, to reject any or all Proposals and to re-issue a new Request for Proposals for the Project. The City reserves the right to reject any or all nonconforming, non-responsive, unbalanced or conditional Proposals, request other proposals and to reject the Proposal of any Design-Build Entity if the City believes that it would not be in the best interest of the City to make an award to that Design-Build Entity, whether because the Proposal is not responsive or the Design-Build Entity is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the City. The City also reserves the right to waive informalities, inconsequential deviations or minor irregularities not involving price, time, or changes in the Work, to the fullest extent permitted by law. For purposes of this paragraph, an unbalanced Proposal is one having nominal prices for some work items and elevated prices for other work items. ARTICLE 6 – GENERAL CONDITIONS AND REQUIREMENTS 6.01 Contact Information: Mailing and street address of City’s main office: ATTN: City Clerk Attn.: Ryan Hayes 6500 Palma Avenue Atascadero, CA 93422 Telephone: (805) 470-3400 Email: cityclerk@atascadero.org Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 23 REQUEST FOR PROPOSALS Site Access and for CAD files of bridging plans contact the following City representative a minimum of five (5) working days prior: Ryan Hayes: rhayes@atascadero.org City’s Construction Manager (Owner’s Representative): ATTN: Rob Nash, RA Vanir Construction Management, Inc. 735 Tank Farm Road, Suite 230 San Luis Obispo, California 93401 Telephone: (805) 674-4414 Email: rob.nash@vanir.com 6.02 Wage Rates: A. Design-Build Entities are required to comply with all applicable state and federal prevailing wage requirements and / or regulations. Copies of the general prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the Contract, as determined by Director of the State of California Department of Industrial Relations, are on file at the City’s main office and are deemed included in the Proposal Documents. Upon request, the City will make available copies to any interested party. State prevailing wage requirements are published by the Director of the State of California Department of Industrial Relations and can be found online at www.dir.ca.gov. 6.03 Equal Employment Opportunity: A. Design-Build Entity shall comply with all applicable federal, state, and local laws, rules, and regulations in regard to nondiscrimination in employment because of race, color, ancestry, national origin, religion, sex, marital status, age, medical conditions, disability, or any other reason. 6.04 Ownership of Documents: A. All materials, including copyrights for original design work, submitted by Design-Build Entity in response to this Request for Proposals shall become the property of the City. 6.05 Public Records Act Requests: A. Submitted proposals will become public records. However, there will be no disclosure of proposals or related information until a recommendation is made to the City Council related to this RFP, all proposals are rejected, or this process is terminated. DO NOT SUBMIT CONFIDENTIAL INFORMATION. Notices such as “trade secrets”, “confidential”, and/or “do not disclose”, will be disregarded. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 1119 - 24 REQUEST FOR PROPOSALS B. All materials included with, and Information disclosed in the Proposal and the attendant submissions are the property of the City. Subject to the requirements in the Public Records Act, reasonable efforts will be made to prevent the disclosure of information except on a need-to-know basis during the evaluation process. 6.06 Definitions: A. Except as set forth herein, all abbreviations and definition of terms used in these Instructions are set forth in Document 00 7253 (General Conditions) or Specifications Section 01 4200 (References and Definitions). END OF DOCUMENT Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 4200 - 1 PROPOSAL FORM DOCUMENT 00 4200 PROPOSAL FORM The City of Atascadero will receive sealed Proposals at the City Clerk, 6500 Palma Avenue, Atascadero, California 93422 on November 4, 2024. Proposals shall be due before 2:00 p.m. as determined by the time as determined by www.time.gov for the following public work: ATASCADERO PUBLIC SAFETY FACILITIES ATASCADERO, CALIFORNIA TO THE CITY OF ATASCADERO: THIS PROPOSAL IS SUBMITTED BY: 1.01 Submission of Proposal. The undersigned Design-Build Entity proposes and agrees, if this Proposal is accepted, to enter into an agreement with the CITY OF ATASCADERO, a public entity (“Owner”) in the form included in the Contract Documents, Document 00 5200 (Agreement), to perform and furnish the Work specified of the Contract Documents and this Proposal. This Proposal consists of this Document 00 4200 and the following documents: Date Description 1.02 Documents Comprising Proposal. This Proposal consists of this Proposal Form and documents required identified in Document 00 1119 (Request for Proposals), submitted herewith. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 4200 - 2 PROPOSAL FORM 1.03 Time Period for Acceptance of Proposal. This Proposal will remain subject to acceptance for ninety (90) calendar days after the day of Proposal opening unless a greater period is authorized by the City Council and may not be withdrawn during that time period. If this Proposal is accepted, Design-Build Entity will sign and submit the Agreement, bonds and other documents required by these Contract Documents. 1.04 In Submitting this Proposal, Proposer Represents: a. Proposer has examined all of the Contract Documents and the following Addenda (receipt of all of which is hereby acknowledged). Addendum Number Addendum Date Signature of Proposer 01 September 9, 2024 02 September 25, 2024 03 October 1, 2024 04 October 9, 2024 05 October 17, 2024 06 October 30, 2024 b. Proposer acknowledges receipt of Pre-Proposal Conference minutes, if any. c. Proposer has visited the Site and performed all tasks, research, investigation, reviews, examinations, and analysis and given notices, regarding the Project and the Site, as set forth in Document 00 5200 (Agreement), Article 5 and Document 00 7253 (General Conditions), Article 3. d. Proposer has given the City prompt written notice of all conflicts, errors, ambiguities, or discrepancies that it has discovered in or among the Bridging Documents or other Proposal Documents and as-built drawings and actual conditions and the written resolution thereof through Addenda issued by the City is acceptable to Design-Build Entity. e. Proposer acknowledges that different methods will be used determine (1) the number of points that Proposer may receive on account of this Proposal; and (2) the exact scope of Work of Contract Documents and associated Contract Sum. Proposer acknowledges that Proposer’s ultimate scope of Work and associated Contract Sum (if it is awarded the Contract) may be different than any amount or specific combination of Work indicated in this Proposal. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 4200 - 3 PROPOSAL FORM 1.05 Schedule of Proposal Prices: Based on the foregoing, Proposer proposes and agrees to fully perform the Work within the time stated and in strict accordance with the Contract Documents for the following sums of money listed in the following Schedule of Proposal Prices. All Proposal items, including lump sums, must be filled in completely. Certain Proposal items are described in Section 01 1100 (Summary of Work); others are described in Bridging Documents or elsewhere in Contract Documents. Quote in figures only unless words are specifically requested. PART I — Base Project ITEM DESCRIPTION TOTAL 1. Base Project Price All Work of Contract Documents (including without limitation Bridging Documents, and excluding Additive and Voluntary Enhancements) $ 2. Enhancements (cost of all Enhancements listed and priced under Schedule 1-A) $ 3. Total Voluntary Enhancements (cost of all Voluntary Enhancements listed and priced under Schedule 1-B) $ Subtotal Base Project Price $______________ Total Base Project Price with Enhancements $______________ Total Base Project Price (in words): (Words) PART II — Contract Modification Rates for Architect / Engineers (per Section 01 2600 Paragraph 2.02.B.4.): ITEM DESCRIPTION TOTAL A. Hourly Rate for Architect $ B. Hourly Rate for Engineer $ 1.06 Owner Right to Reject this Proposal. The undersigned understands that Owner reserves the right to reject this Proposal, or all Proposals, in its sole discretion. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 4200 - 4 PROPOSAL FORM 1.07 Acceptance of this Proposal. If written notice of the acceptance of this Proposal, referred to as the Notice of Award, is mailed or delivered to the undersigned within the time described in the documents listed in Document 00 1119 (Request for Proposals) as a condition of award, all within the time and in the manner specified above and in these Contract Documents. Notice of Award or request for additional information may be addressed to the undersigned at the address set forth below. 1.08 Proposal Security. The undersigned encloses a certified check or cashier’s check of a responsible bank in the United States, or a corporate surety bond furnished by a surety authorized to do a surety business in the State of California, in the amount of not less than ten percent (10%) of the proposed Contract Sum, payable to the City of Atascadero. 1.09 Principals. The names of all persons interested in the foregoing Proposal as principals are: (IMPORTANT NOTICE: If Design-Build Entity or other interested person (including any partner or joint venture of any partnership or joint venture Design-Build Entity, respectively) is a corporation, give the legal name of corporation, state where incorporated, and names of president and secretary thereof; if a partnership, give name of the firm and names of all individual co-partners composing the firm; if Design-Build Entity or other interested person is an individual, give first and last names in full). Licensed in accordance with an act for the registration of Contractors, and with license number: 1.10 This Proposal is subject to the terms and conditions in Document 00 1119 (Request for Proposals), and is submitted by: [Name of Design-Build Entity] By: Title: NOTE: If the Design-Build Entity is a corporation, set forth the legal name of the corporation together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation. If the Design-Build Entity is a partnership, set forth the name of the firm together with the signature of the partner or partners authorized to sign contracts on behalf of the partnership. All signer(s) represent and warrant that they are authorized to sign this Proposal on behalf of Design-Build Entity. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 4200 - 5 PROPOSAL FORM Business Address: Telephone Number: Fax Number: E-Mail Address: Date of Proposal: Schedule 1-A TABLE OF ENHANCEMENTS Enhancements Price City Decision Point Date F-1 – Locate Auxiliary Building at Fire Station No. 2 and Provide Alternate Location for Exercise at Fire Station No. 1 $ F-2 – Provide Stand Alone Exercise Building at Fire Station No. 2 $ F-3 – Add Perimeter Fencing and Electrically Operated Rolling Gates at Fire Station No. 2 $ F-4 – Add HVAC Unit to Provide Individual Temperature Control at Bunk Rooms at Fire Station No. 2 $ F-5 – Provide Ballistic Glazing Level 3 at all Windows Facing Highway 101 at Fire Station No. 2 $ P-1 – Provide Repair Work Described for Site Walls along Palma and Rosario Avenues at Police Station $ P-2 – Provide Heat Pumps in Place of Roof Top Units at the Police Station $ Notes: (1) See Document 00 1119 Request for Proposals), para. 3.02.F. A detailed description of each Enhancement is included in the Technical Proposal Submission of the Proposal. (2) Any Enhancement which is not included in Work at time of award may become an Alternate, at price indicated. (3) See Section 01 1100 (Summary of Work) para. 1.04 and Document 00 5200 (Agreement) para. 1.03. Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE Public Safety Facilities City of Atascadero Issued with Bridging Document Set August 26, 2024 00 4200 - 6 PROPOSAL FORM Schedule 1-B TABLE OF VOLUNTARY ENHANCEMENTS Voluntary Enhancements (1B) Price City Decision Point Date $ $ $ $ $ $ $ $ Notes: (1) See Document 00 1119 Request for Proposals), para. 3.02.F. A general description of Voluntary Alternates are included in the Technical Proposal Submission of the Proposal. (2) Any Voluntary Enhancement which is not included in Work at time of award becomes an Alternate, at price indicated. (3) See Section 01 1100 (Summary of Work) para. 1.03 and Document 00 5200 (Agreement) para. 1.03. END OF DOCUMENT Docusign Envelope ID: 550D8C5D-6809-4E59-9B01-0AD1AE924BCE