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Home My WebLink About8.2 Fire Station PrototypeCI'TY CLERK #0540-70 AGENDA STATEMENT CITY COUNCTL MEETING DATE: March 2000 SUBJECT: Fire Station Prototype Report - Final Draft Report prepared by: Herma Lichtenstein, Parks & Facilities Development Manager ATTACHMENTS: RECOMMENDATION: A. Fire Station Prototype Report - Final Draft 1. Approve Final Draft of the Fire Station Prototype FINANCIAL STATEMENT: None DESCRIPTION: In June of 1999 the cities of San Leandro, Dublin and the County of Alameda selected Don Dommer Associates to develop a program and prototype design for several new fire stations within the three jurisdictions served by the Alameda County Fire Department. The Fire Station prototype program defines building site requirements as well as fire station floor plans, activity areas, room specifications and general building requirements. The Architect was selected' based on their level of experience working with fire station program planning and prototype development. Additionally, the firm is based in Oakland, with existing prototype fire stations within Alameda County. A Prototype Executive Committee managed the project. The Executive Committee included members from the Architectural firm, the Cities of Dublin, San Leandro, and Chief Officers from the Alameda County Fire Department. The Committee met twice a month to provide input and direction to a design team consisting of the architectural firm, fire department line personnel and city staff as needed. The design team and Executive Committee toured existing facilities and sites to determine what type of conditions were not meeting the existing and future needs of the fire department. The Final Draft of the Fire Station Prototype incorporates all of the comments, research and direction from the Executive Committee. In addition, Staff has reviewed previous drafts to confi~ that the proposed programming and prototype layouts meet the needs and requirements of the City of Dublin. The stations are designed to meet all current codes including ADA and accommodate a mixed gender staffing arrangement. The prototypes for the proposed Eastern Dublin Fire Stations are labeled figure 6-B; Double Company Fire Station w/ Medical Transport and 4-B Single Engine Company Fire Station. These prototypes accommodate the personnel and equipment needed for both recommended fire stations. The construction of the two recommended fire stations in Eastern Dublin will be in accordance with an approved emergency response and station location program. It is anticipated that this program will be presented to the City Council for approval within the next six months. Recommendation: Staff recommends that the City Council approve the Final Draft of the Fire Station Prototype. COPIES TO: Alameda County Fire Department CONTENTS SUMMARY INTRODUCTION BACKGROUND PURPOSE OF STUDY PROJECT METHODS AND PROCESS INTRODUCTION 1 DATA COLLECTION AND PROGRAMMING 1 DATA ANALYSIS AND PROTOTYPE DEVELOPMENT MUSSO-RITTEL EVALUATION PROCEDURE 2 II. THE PROGRAM INTRODUCTION 3 GOALS OF THE PROGRAM 3 BUILDING CODE REQUIREMENTS AND RECOMMENDATIONS 4 SITE PROGRAM 4 BUILDING PROGRAM 7 III. THE PROTOTYPE FLOOR PLANS INTRODUCTION 36 SITE SELECTION CRITERIA 36 SUMMARY OF PROTOTYPE COSTS 37 PROTOTYPE SITE AND FLOOR PLANS IVe TWO ARCHITECTURAL CONCEPTS INTRODUCTION 38 INDUSTRIAL CONCEPT DRAWINGS RESIDENTIAL CONCEPT DRAWINGS APPENDIX COST ESTIMATE REPORT LIST OF FIGURES AND CHARTS .figure 1 .figure 2 .figure 3 .figure 4a .figure 4b figure 5a .figure 5b .figure 6a .figure 6b .figure 7a .figure 7b .figure 8a .figure 8b .figure 8c .figure 9a .figure 9b chart 1 chart 2 chart 3 chart 4 chart 5 program data sheets "most favored conceptual plan" the musso-rittel evaluation procedure: numerical example and tree of aspects for evaluation of conceptual plans single company fire station site plan prototype single company fire station floor plan prototype double company or single company with medical transport fire station site plan prototype double company or single company with medical transport fire station floor plan prototype double company with medical transport fire station site plan prototype double company with medical transport fire station floor plan prototype double company with battalion chief fire station site plan prototype double company with battalion chief fire station floor plan prototype double engine company industrial concept: axonometric double engine company industrial concept:front exterior elevation double engine company industrial concept: turnout side exterior elevation single engine company residential concept: front elevation single engine company residential concept: house side elevation summary of room and activity area floor areas: single engine company summary of room and activity area floor areas: double engine company or single engine company with medical transport summary of room and activity area floor areas: double engine company with medical transport summary of room and activity area floor areas: double engine company with battalion chief summary of prototype project costs SUMMARY As the populations continue to grow within the service areas of the Alameda County Fire Department, so does the need for new fire stations. Further, many existing fire stations fail to meet current building codes (including those pertaining to earthquake hazards, gender and ADA requirements) and/or the current and anticipated future needs of the Fire Department. Upgrading and retrofitting is considered a shortsighted and costly solution. In short, it is likely that construction of six new stations will be necessary in the very near future. To address the needs of the Alameda Fire Department and its service areas, the County of Alameda and Cities of Dublin and San Leandro in joint agreement authorized the Fire Station Prototype Study. The Study has three main objectives: 1 ) to identify present and future operational and spatial needs of the Fire Department and develop a detailed program of design, spatial and site requirements that best meet those needs, and building on the program requirements, 2) to design prototype fire station site and floor plans and 3) to develop from the schematic floor plans three-dimensional architectural concepts. Structured group interviews with members of the Fire Department and representatives from the Cities of Dublin and San Leandro were the principal means by which data was collected for the study. In the final analysis, the Fire Department requires four different fire station prototypes: 1 ) a single engine company station housing a crew of three persons, 2) a double engine company station housing either a crew of six persons or a crew of three persons with medical transport, 3) a double engine company station with medical transport, and 4) a double engine company with a Battalion Chief in addition to a six person crew. The estimated construction cost and approximated areas of the site and building for each of these prototypes are: PROTOTYPE BUILDING SITE ESTIMATED COST AREA AREA WOOD FRAME ESTIMATED COST CONCRETE BLOCK Single engine company 8,181SF 33,000SF $1,710,452 non-applicable Double engine company 10,802SF 40,000SF $2,062,253 $2,113,894 Double engine company with 11,601SF battalion chief 41,800SF $2,211,129 $2,285,679 Double engine company with 11,470SF medical transport 43,600SF $2,280,427 $2,355,396 The study provides the programmatic and conceptual information necessary to proceed to design development--the next phase in the design process of an actual fire station. The program requirements and schematic prototype plans presented in this study should be augmented, revised and improved as the project continues. INTRODUCTION BACKGROUND The Alameda County Fire Department serves the unincorporated areas of Alameda County and the Cities of San Leandro and Dublin. To meet the present and anticipated needs &the Alameda County Fire Department, the County of Alameda and the Cities of San Leandro and Dublin entered into a cooperative agreement to develop a standard fire station prototype. In August 1999, the County of Alameda and the Cities of San Leandro and Dublin retained the services of Don Dommer Associates, Architects and Planners, to study various feasibility alternatives and develop a prototype for future new fire stations and replacements. William McCammon, Fire Chief, and Sheldon Gilbert, Deputy Chief Marshal, and Mark Blanchard, Deputy Chief, of the Alameda County Fire Department, Keith Cooke, PE, from the City of San Leandro, and Herma Liehtenstein, Parks and Facilities Development Manager for the City of Dublin, served as members of the Executive Committee for this project. Mr. Cooke also served as Project Manager. Don Dommer, A.I.A., and Justine C. Staneko, Ph.D., were the Principal Investigators of the Consultant Team representing Don Dommer Associates. David Wheeler, Staff Officer, Vince Davis, Battalion Chief, Jim Lakes, Captain, Stephanie Radeche, Fire Fighter, and Kevin Dugan, Engineer, from the Alameda County Fire Department, served as members of the Design Committee. PURPOSE OF THE PROJECT Several of the fire stations within the service area of the Alameda County Fire Department fail to meet the current seismic requirements of Essential Service Facilities. Retrofitting these structures is considered a too costly solution. The existing stations also are inadequate in the areas of: size to house current and future operations needs and equipment; gender equality; other current building code requirements and Americans with Disabilities Act (ADA) compliance; and centralized location within service areas. Further, the City of Dublin anticipates continued growth requiring the planned addition of two new fire stations in the near future. The City of San Leandro has plans to replace two of its obsolete stations. In short, it is expected in the very near future that there will be a need for six new fire stations in the areas served by the Alameda County Fire Department. To address the present and future needs of the Alameda Fire Department, the County of Alameda and Cities of San Leandro and Dublin in joint agreement authorized this project to: · Collect data on present and future operational and spatial needs of the Fire Department; · Produce a detailed program of design criteria, spatial and site requirements, based on an analysis of the data collected; · Develop site selection criteria and schematic, prototype floor plans of four fire station types that meet the present and future needs of the department, provide a gender equality environment and comply with key requirements of current building codes, including those pertaining to Essential Service Facilities and ADA; · Estimate, item-by-item, the cost of each prototype; · Suggest two possible architectural concepts for the prototype designs--one befitting of an industrial environment and another suitable for a residential neighborhood. SECTION I PROJECT METHODS AND PROCESS INTRODUCTION This section describes the data collection, analysis and evaluation methods used by the Consultant Team to develop the program, floor plans and architectural concepts for the four fire station prototypes and outlines the process that led to their finalization. DATA COLLECTION AND PROGRAMMING The Consultant Team conducted structured group meetings with members of the Design Team, as the principal means by which data was collected for this project. The Design Team was composed of five members who represented the concerns and interest of the different ranks currently serving on the Alameda County Fire Department force. The Consultant team held a total of five meetings with the Design Team, in which the Project Manager also attended and participated. In preparation for their participation in these meetings, the Design Team toured and systematically evaluated several recently built fire stations in the Greater Bay Area. At the first and second meetings, a preliminary room list was developed and information concerning use, contents, spatial and adjacency requirements and design criteria of each room was discussed. This information was gathered and recorded systematically with the aid of standardized data sheets, which the Consultant Team had designed for this purpose. A sample data sheet, illustrating the specific types of data used to program the individual rooms, is present in Figure 1. The Consultant Team, together with members of the ExecutiVe Committee, toured tentative site locations in the Cities of Dublin and San Leandro to gather information on site requirements. Planning and Building Officials from both Cities also were interviewed to identify key local zoning and building code requisites. Throughout the data collection process, issues concerning the current and future operational and spatial needs of the fire department, including how to provide a gender equality environment, were discussed with members of both committees. The Consultant Team presented recommendations of the Design Committee to the Executive Committee for their review and kept them informed on the progress of the project. The Consultants also tracked potentially controversial design issues raised at Design Committee meetings and sought the counsel &the Executive Committee on how to resolve the issues. In consideration of the data collected, the Consultant Team prepared a preliminary draft of the program and distributed it to members of the Design and Executive Committees for their review. DATA ANALYSIS AND PROTOTYPE DEVELOPMENT At the third design meeting, the Design and Consultant Teams together analyzed the program requirements and identified eight ~reliminary categories of fire station prototypes: A single engine company on a narrow, deep site; A double engine company on a narrow, deep site; A single engine company on a wide, shallow site; · A double engine company on a wide, shallow site; · A single engine company crew with medical transport · A double engine company with medical transport; · A double engine company with a battalion chief; · A double engine company with medical transport and a battalion chief. The Design Team then developed a total of fourteen conceptual floor plans based upon the program requirements and the criteria of each category (Figure 2). 2 The conceptual plans were reviewed and refined at the fourth meeting. The Design Committee then evaluated each plan, using the Musso-Rittel Evaluation Procedure. A detailed description of this method is presented at the end of this section. The Consultant team discussed the results of the evaluations and ways of improving the conceptual plans with the Design Committee in their fifth and final meeting. From this point onward, the Consultants worked with the members of the Executive Committee to develop the conceptual plans into four prototypical floor plans and two architectural concepts. The costs of the fourteen conceptual plans were also estimated to assist the Executive Committee in their decision-making process. At the end of the process, a detailed cost estimate was obtained for the final four prototypes. A draft report was prepared and copies distributed among County, City and Fire Department representatives for their review and comments. MUSSO-RITTEL EVALUATION PROCEDURE The Musso-Rittel Evaluation Procedure was developed by the Design Theories and Methods Group at the College of Environmental Design, University of California, Berkeley. The procedure is a two-part process that allows an individual systematically to make an objectified, deliberated, overall evaluation or judgement. In the first part, an evaluator deliberates, or identifies important aspects that contribute to their judgement about an object. (For this project, the object is fire station floor plan.) For example, the overall quality of a fire station, for the Design Team, depends on the habitability of its spaces, the sociability of the spaces, the adequacy of security and safety, the ease of responding to calls and the ease of returning from calls. Each of these aspects, in turn, may be deliberated further into sub-aspects. The Design Team broke down the aspect of "ease of responding to calls" into two sub-aspects: ease of fire fighters' access to apparatus bays and ease of apparatus access from bays to street. The process of deliberation continues in this manner until the evaluator feels that there are a sufficient number of aspects and sub-aspects to formulate a judgement. The "tree of the aspects" used by the Design Team to evaluate each conceptual floor plan and a graphic illustration of the procedure is presented in Figure 3. The evaluator then assigns a weight, expressed as percentage within a possible range of 1-99%, to each aspect and its sub-aspects, as part of the deliberation process. The weights indicate how important a particular aspect (or sub-aspect) is in relationship to the other aspects at a single node of a branch of the aspect tree. As the final step in deliberation, the evaluator scores each aspect (or sub-aspect) at the terminal or end nodes of each branch of the tree. Scores are assigned using a scale within the range of +5 to -5; where -5 means "it could not be worse" and +5 means "it could not be better." The second part of the evaluation procedure is aggregation, in which a mathematical function is used to calculate an overall score from the weights and scores of the individual aspects and sub-aspects. For this project, the Design Team and the Consultants developed the tree of aspects as a group. The master tree then was distributed to each member of the group and he or she weighted and scored the tree' individually, carrying out the process for each of the fourteen conceptual plans. The Consultant Team aggregated the overall score of each plan. The use of this evaluation procedure, which allowed the members of the Design Committee to arrive at an objectified, deliberated, overall judgement about each of the fourteen conceptual plans in a systematic way, had several benefits for the project. First, it aided the Design Committee in justifying and explaining their decisions regarding the design process to the Executive Committee. Second, it assisted the Executive Committee and the Consultants in making an informed decision as to which conceptual plans were worthy of further development and why. Last, the procedure helped the Consultant Team in quickly devising efficient strategies to improve these plans and develop them into schematic, prototypicai floor plans that meet the present and future needs of the Alameda County Fire Department. figure 1 room program data sheet ROOM DATA SHEET ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM]ACTIVITY AREA: Occupant Capacity: Size: Adjacencies: Freestanding Equipment and Furniture: Material o carpet o concrete - steel trowel - wood trowel - broom finish o tile vinyl o tile ceramic o rubber o wood o other FLOORS notes: Base o carpet o concrete o integral o tile ceramic o rubber o wood o other notes: o gypsum wall board o plaster o tile o other WALLS notes: o acoustical o gypsum wall board o plaster o tile o other CEILING notes: o INTERIOR o tempered o safety o wire o other Additional feature o operating or o fixed Frame o steel o aluminum o wood o other Treatment o blinds o shutters o drapes o other WINDOWS o EXTERIOR o tempered o safety o wire o other Additional features o tinting o insolating o operating or o fixed Frame o steel o aluminum o wood o other Treatment o blinds o shutters o drapes o other DON DOMMER ASSOCIATES architects and planners figure 1 room program data sheet ROOM DATA SHEET ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ,-- ROOM/ACTIVITY AREA: DOORS o BASE CABINETS o INTERIOR Material o rated o wood o acoustical o plastic laminate ~'-= Material o other o wood o BOOKSHELVES o aluminum Material ,~ o hollow metal o wood ~ other o plastic laminate Frame o other o wood o OPEN SHELVING o aluminum Material o hollow metal o wood o other o plastic laminate "~ Additional feature o other o window o COUNTERTOPS o EXTERIOR Material -- o rated o plastic laminate o acoustical o coriander-type Material o stainless steel o wood o other o aluminum o SKYLIGHT(S) , o hollow metal o other o STORAGE ..... Material Frame o wood o wood o plastic laminate o aluminum o other o hollow metal dimension: '... o other ACCESSORIES o TACK BOARD '"~ LIGHTING o WHITE BOARD o PROJECTION SCREEN o CLOCK o TOWEL RACK o CORNER GUARDS o LOCKERS dimensions: material: o indirect o direct o florescent o other CASEWORK o UPPER CABINETS Material o wood o plastic laminate o other o under cabinet lighting POWER o normal o emergency o ground fault interrupter o dedicated for MECHANICAL AIR CONDITIONING FORCED AIR SPACE HEATERS RADIENT TUBE HEATING APPARATUS EXHAUST KITCHEN HOOD EXHAUST FANS THERMOSTAT OTHER COMMUNICATIONS TELEPHONE PAGING ALARM TELEVISION CABLE SECURITY monitor camera DATA PLUMBING o SINKS Type o counter o double o wall o janitor o floor Material o ceramic O stainless steel o other O SHOWERS Material o ceramic o stainless steel o other DRINKING FOUNTAIN FLOOR DRAIN ACOUSTICS o normal o insolated ADDITIONAL NOTES DON DOMMER ASSOCIATES architects and planners figure 2 "Most favored" of the conceptual plans, providing the standards from which the four prototypes were drawn figure 3 The Musso-Rittel Evaluation Procedure Numerical Example and Tree of Aspects for Evaluation of Conceptual Plans ALAMEDA FIRE STATION PROTOTYPE STUDY EVALUATION CRITERIA for CONCEPTUAL PLANS Plan Number: Ala X-OD 2.48 W X habitability of spaces 0,3 3.1 sociability 0.3 2.4 adequacy of security and safety ease of responding to calls ease of returning from calls 0.2 0 0.1 4.3 I 0.1 4 ..... I appropriateness of noise levels appropriateness of adjacencles adequacy of storage comfortability of spaces ease of peer contacts ease of superior-subordinate contacts ease of fire department-public contacts ease of fire fighter access to apparatus bays ease of apparatus access from bays to street ease of fire fighter access from apparatus bays apparatus access from street to bays W X 0.25 4 0.25 2 0,1 0 0.4 4 0.4 3 0.4 3 0.2 0 0.7 4 0.3 Il 0.4 4 0.6 4 LEGEND: X-OD: Overall deliberated judgment Bold scores: W: weighl of aspect X: score, grade ltalic scores: rt Aggr. Type I: X = ~"-i,i w F: (Weighled Average) Terminal, off-hand judgmenls Deliberated judgments SECTION II THE PROGRAM INTRODUCTION This section presents the desired design criteria that affect the spatial and organizational layout of a fire station, including the individual rooms and activity areas and the site. The design criteria specific to the construction of a station and preparation of its site also are discussed. Development of a program is the first step taken towards the design of a building. The intention of programming is to bring to light ali of the design requirements that are most desired by the client and users. The design requirements outlined in the program are defined in consideration of a certain set of initial assumptions made about the project, such as budgeted costs, anticipated future use and Current building codes. Over the life of the project, the assumptions set forth at the start are likely to change, which in turn may require changes to the initial program requirements. The design process, from programming through development of construction documents, is also a continuous learning process. Revisions, additions and improvements of design criteria are expected to occur as a direct result of knowledge gained from the design process proceeding beyond the initial programming phase. Therefore, the program that follows should be viewed as a working document, open to revision and improvement, as the design of any actual or prototypical fire station, which proceeds from it, is undertaken. GOALS OF THE PROGRAM The goals of the program are to fulfill the current and anticipated future needs of the Alameda Count.' Fire Department for adequate space to house operations and equipment, provide fair and equitable solutions to housing mixed gender crews and full compliance with current building codes including Essential Facilities and ADA requirements. ORGANIZATION OF THE PROGRAM Following Building Code Requirements and Recommendations, the program divides into two major subsections: Site Program and Building Program. The former section discusses requirements and recommendations for features and items on a fire station site, but not within the station proper. The Building Program subsection has three parts. In the first part, foundation, exterior windows and doors, mechanical, electrical and communication recommendations and requirements, which ali pertain to the design of a station in general, are presented. Programmatic variations based upon the current and anticipated future operational requirements of the Fire Department are discussed in the second part. Programs for major and minor individual rooms and activity areas comprise the third part of the final subsection. Starting at the Building Code subsection and ending in the Programs for Rooms and Activity Areas, this program is designed to move from general to more specific design recommendations and requirements. As a rule, requirements or recommendations are not restated in subsequent subsection to avoid redundancy. For example, the program states that a fire station should be fully ADA compliant under the Building Code section, so this code requirement is not restated as a design consideration in each program for an individual room or activity area. To fully understand its intent, a user of this program should read it from start to finish. 4 BUILDING CODE REQUIREMENTS AND RECOMMENDATIONSl Building Code The structural design of a new fire station should comply with the current requirements of the 1998 California Building Code (CBC), providing it is built prior to the time a new code is implemented. Under current CBC code, proximity to known fault lines and sites with soil types susceptible to liquefaction-related phenomena (another earthquake-related geological hazard) effect the structural design requirements of an essential service building. The City of San Leandro Building Official also requires a recent soil report for the exact building footprint of a new station. To comply with 1998 CBC, local Municipal Code and/or National Fire Protection Association guidelines, new fire stations also must be sprinkled, have an alarm system and be equipped with a commercial range hood and an automatic shut-off gas valve. Fuel tanks should be above ground and have structural footings. It also is recommended that the gas meter have a seismic disconnect valve. For a safe work environment, each station should be equipped with direct connect exhaust system that is connected to and collects toxic exhaust from apparatus before either enters the station. The Ply-o-vent System is recommended. New fire stations, developed from this program, are expected to be built in the unincorporated areas of Alameda County and the Cities of Dublin and San Leandro. Each of these municipalities has their own local building codes. Many requirements of the CBC are open to interpretation by a municipality's building official. It is therefore highly recommended that the appropriate agency be consulted on code requisites when using this program to develop construction documents for a new station. Further, the current 1998 CBC remains in effect only until a new code is adopted. Typically, it is a three-year cycle. If this program is implemented after a new code takes effect, additional and/or revised code compliance strategies may be required. ADA As part of the CBC, the Americans with Disabilities Act (ADA) requires that fire stations be accessible to all people who are physically challenged. ADA requirements, similar to other building codes, are open to interpretation by local building officials. However, at the request of the Alameda County Fire Department and as mandated by the Building Official from the City of San Leandro, the program assumes that full ADA compliance is required. Hence, every space in the station, including corridors, living areas, sleep rooms and bathroom facilities, is programmed to be accessible to a physically challenged person. The path of travel from the street, or an on-site parking space, to the public entry also is required to comply. SITE PROGRAM Paving and Driveway Design The drives, aprons and sidewalks should be paved with concrete. Asphalt for these areas is not recommended since the extreme weight of the apparatus and petroleum products cause rapid deterioration of this type of surface. Asphaltic concrete is recommended for the parking areas. Driveways should be designed as drive-through with the best possible sight lines for safety and an optimal turn radius so that the need for backing up a vehicle is eliminated or reduced to a minimum. For responding to calls, there should be a straight path of travel from the bays to the street. i Since this project involves the building code requirements of three different municipalities and most State codes are open to the interpretation of the various building, zoning and planning officials of each municipality, it was agreed upon by the Executive Committee, the Project Manager and the Consultant Team that interpretations of building codes by the Building Official of the City of San Leandro would be used as the model for the code requirements and recommendations presented in this subsection and elsewhere in the report. Parking Provide parking for at least twice the number of crewmembers. (See Program Variations below for crew sizes.) Two or three parking spaces for visitors (one designated for disabled persons), located near to the public entry at the front of the station, also are recommended. If necessary, the return drive of the station can be used to access the public parking area. Whether or not an operable gate to the parking lot is required for safety should be determined by the location of a station. Sufficient space also should be provided to park at least one extra fire truck. Wash Bay Design and Water Quality The San Francisco Bay Water Quality Agency is the State agency that sets quality standards for water entering the Bay and license government agencies whose lands drain into the Bay. They require that storm water draining into the bay be clear ofoil and soap. In the past, oil-sand separators connected to storm sewers have been employed to trap oil from water used to clean equipment or apparatus. This method is no longer acceptable because it does not remove soap and requires regular maintenance to remove oil effectively. The preferred method now is to direct wash water to the sanitary sewage system. However, sanitary districts generally do not like rain or runoffwater to drain into their systems--some districts will allow small amounts of rainwater, whereas others, such as EBMUD, will accept none. A wash bay that is connected to the sanitary system and properly graded will still allow a small amount of rainwater into the system. A manually operated valve system, which allows only wash water into the sanitary system, can be added to the wash bay; a roof covering the bay (similar to the design of a commercial car wash) is a better, yet more expensive, improvement. The required means by which site water or runoff connects to the sanitary sewer system is dependent on the local sanitary district standards. Local government agencies also dictate their own requirements for wastewater disposal. Hence, it is recommended that the appropriate local agencies be consulted on the final design of the wash bay. These contacts are: City of San Leandro " San Leandro Sanitary Plant John Camp 510.577.6029 Tiffany Treele 510.577.603 City of Dublin Dublin Sanitary Service District Fernando Lamas 925.846.4565 Dublin' Public Works Saied Aminian 925.833.6632 County of Alameda Oro Loma Sanitary District Susan Kech 510.276.4700 ex 149 Public Works Agency Sharon Gosselin 510.670.6547 Trash Area Provide an enclosed area of sufficient size to contain one dumpster, approximately 4'x7'in dimension and large, recyclable materials. Signage A freestanding monument is recommended when the front fagade of the station is not clearly visible from the street. Otherwise, signage on the building is preferred. The local zoning codes should be considered in the design. Perimeter Fencing The type of perimeter fencing used should be determined by location of site. Public view of the backyard should be obstructed. Fuel Storage The fuel pumps should be in a convenient location for the apparatus to reach. As required by code, fuel tanks must be above ground, situated on a concrete pad, have structural footings (or "bullets"). Bollards should protect it. Provide a 1,000 gallon diesel fuel tank with an 11 'x16' concrete pad for single and double engine companies. A double engine company with a Battalion Chief or an ambulance crew requires a split diesel-gas tank and a concrete pad measuring 13'x16'. A split tank with the capacity for 1,500 gallons of diesel and 500 gallons of gasoline fuel, if available, is preferred for these types of stations. Emergency Generator Provide a diesel emergency generator with sufficient capacity to supply emergency power to the entire station and automatic starting capability. The generator requires a concrete pad, approximately 4'xl 0'in area, and boilards. It should be located at the rear of the station near to the diesel fuel tank. A 20-foot area of separation between the tank and the generator is required by code. Because of the exhaust fumes it emits, the generator should not be situated near the living quarters. Fire Hydrant Provide a fire hydrant at the back of the station, in close proximity to the drive and connected to fire protection water. Urban Rescue Supplies (URS) Storage For ali double companies, provide a 10'x20' concrete pad for a metal container in which emergency medical, food and water supplies are stored. The container should be able to be bolted to the pad. The pad should be located at the rear of the station and accessible by a forklift. Lighting Requirements Lighting for public pathways should be installed, preferably on a timing device. There should be sufficient lighting for the parking lot and at the fuel pump. It also is recommended that exterior lighting be on timing switches. Electric eyes can be a particularly effective means of monitoring parking area lights. The flagpole should be lit so the flag can fly 24-hours a day. Plumbing Requirements Provide a hose bib at the wash bay. Provide piped diesel fuel connection from fuel station to generator. Electrical Requirements Provide electrical conduit outside for future uses such as traffic lights, electric signs or additional fuel tanks. When installed at the time of construction, extra conduits may mitigate some future problems, such as having to dig up the driveway and cutting into the building in the future. Underground wiring to the station is advised. Provide an exterior outlet at the fuel pump and wash bay. Storm Drains There should be a sufficient number of storm drains to keep water from seeping into the station and to meet current standards on storm water retention. BUILDING PROGRAM GENERAL REQUIREMENTS AND RECOMMENDATIONS Foundations Although not required by code, drilled piers, grade beams and structural concrete slab is the preferred structural system for thc foundation because of soils susceptible to liquefaction and other potential seismic hazards present in the County of Alameda. Exterior Doors and Windows Because of their durability and for safety reasons, metal frame and hollow metal doors are recommended for all exterior doorways, except at public entries. For durability and energy conservation reasons, double-glazed windows and aluminum frames located for efficient use of natural resources are recommended. Mechanical Requirements and Recommendations The cost of a heating, ventilation and air condition system (HVAC) over the life of a building should be researched before a final decision is made on the type of system to specify. An initially expensive, but energy efficient, HVAC system will pay for itself over the years. Zoned heating and air conditioning is preferred, because an area is heated or cooled only when it is in use. This method also allows for some areas such as sleep and exercise rooms to be kept at low temperatures. The system can be connected to door controls in the apparatus room. When the apparatus bay doors open, the system shuts off, thus saving fuel and money. Providing that there is a flat surface, the roof is the preferred location for the HVAC system. Locating the system on the roof is a space saving and economical measure--minimal ductwork is required and the system is easy to maintain. More than one hot water heater is recommended in any station larger than a single company. Showers for personnel and dishwashers consume substantial amounts of hot water. The hot water heater closet should be situated in the station and easily accessible to service personnel. A circulation pump is recommended when the layout of a station requires long runs from the water heater to points of delivery. In the individual room and activity area programs that follow, it shouM be assumed that a given room or area is connected to the I-IVAC system, unless noted otherwise. Power and Lighting Requirements and Recommendations Effective lighting and power generation capabilities are important considerations in a fire station for the safety and comfort of the occupants. Every station should have full emergency electrification. Three-way switches should be installed in rooms with more than one door. Lighting in essential rooms and corridors should come on automatically when an alarm is received. This allows firefighters to rise, get dressed and proceed to the apparatus without fumbling for light switches. There are two different energy conservation approaches for lighting: motion detection switches or a light control panel. The switches are preferred by the Fire Department, however local building officials, under Title 24, may require a panel to be used. Uninterrupted Power Supply (UPS) and/or Line Conditioners for stabilization of power on computer, radio, phone and alarm systems should be installed. Communications Requirements and Recommendations2 Roof · VHF High Band Antenna 2 The requirements and recommendations presented in this subsection were prepared by Darryl W. Karg, Fire Captain and communication specialist with the Alameda County Fire Department. · Conduit to Communications Utility Room. Conduit capacity should allow for future radio, microwave or satellite input and output. Communications utility room · 24"W x 24"D x 6'H Metal Hardware Rack. Earthquake mounting, electrical ground. 800MHz Ringdown radio and Ringdown amplifier. · Twenty (20) amps. Dedicated electrical circuit with generator and/or UPS emergency power supply. · General lighting adequate for reading. · Exterior wall(s) insulated. Interior walls soundproofed. · Temperature, humidity and dust penetration should be within normal ranges for interior living space. · Fourplex electrical outlets spaced so that they are within 6' of all wall areas. General appliance circuit. · Telephone work area. Incoming telephone lines, protected punehblock mounting area and Merlin type telephone control. · Communications distribution area. Protected punchblock mounting area. Speaker and iow voltage lighting wiring. · Conduit to all service areas · Speaker pair · Lightbar Sleeping quarters · Speaker(s) · Lightbar(s) · Exit lighting · Ringdown radio remote with reset and a telephone at each bed and desk. Features may only be active at selected sites (e.g., officer sleep room). · Cable TV outlet Apparatus room · Horn type speakers (4-8 total, depending on room dimensions) · Lightbars (2-4 total, depending on room dimensions) · Dusk-to-dawn background lighting · Apparatus door controls at front lef~ and right walls. Also at rear of walls, depending on room depth. Radio response and map alcove · Locate on living quarters side, · Wall maps with dusk to dawn background lighting. Manually operated auxiliary lighting on a timer. · Telephone · Dispatch printer and stand in alcove location. Category 5 cable to Communications Closet. · Station Radio, VHF radio, amplifier, "AB" switch. Amplifier output to Communications Utility Room via conduit. Antenna input for VHF High Band and 800MHz Station radio from roof through Communications Closet. · Ringdown radio remote microphone and reset. Exterior work areas · Light bars and speakers for frequently used work areas, such as aprons, vehicle service and washing areas. Light bars and speakers located to provide maximum notification of alarms with minimum disruption to neighbors. Speakers automatically shut off from 2000 hours to 0800 hours with manual 1- hour override switch. · Provide a 911 emergency phone at the front of the station, near the public entry. Closets and storage rooms · Speaker only if persons working in the room may not be able to hear other speakers. Corridors · Exit lighting · Speakers, if other speakers are inaudible. ~Yorkshop and specialized work areas · Lightbar · Speakers General office area · Speakers · Lightbar · Cable television · Acknowledge button · R. ingdown radio microphone Telephones · (1) in each officer's sleep room · (1) on each officer's desk · (1-2) in apparatus room · (1-2) in each office · (1)inshop · (1) in workout room · (1-2) in general office area Further design considerations for communications · The number and type of speakers required depends on the room's use, size and acoustic qualities. The Alameda County Fire Department has had better success with flush mounted ceiling speakers in most living areas and horn type wall mounted speakers in apparatus rooms and outside areas. Currently there are several large rooms equipped with only one speaker. When the volume is turned up in these rooms, the sound becomes distorted. · Lightbars should have wiring capacity for: One strobe (attention), and four colored lights (BC, Engine, Truck, Medical). The actual fixture may only need the strobe and one colored light. Provide Autoreset timer. · Sleep rooms should have selectable, indirect lighting. Lighting that is activated whenever the person using the room is selected for dispatch (BC, Engine, Truck or Medical). Provide Autoreset timer. · Shutoffs for stoves and barbecues (natural gas) should be remotely controllable when responding to alarm. · The Fire Department will be installing "status modules" in our apparatus within the next year or two. We will also have some method of doing status changes from within the stations. The exact technology that will be used has not been determined. Our best guess at this time is radio or CDPD. There will probably be one radio or CDPD modem in the communications closet with remotes strategically located, including officer's sleep rooms, the general office area and radio response alcove. · Speakers are paired. There should be one ringdown speaker and one Station/VHF speaker at each location. PROGRAM VARIATION AND FIRE DEPARTMENT OPERATIONS Program requirements, including site as well as building design criteria, vary according to anticipated operations and the size of crew and type of company expected to man a fire station. Currently in the Alameda County Fire Department, there are three, 24-hour shifts per company and three types of companies: a single engine company with a crew of three persons (a captain and two fire fighters); double engine company with a crew of. six persons (two captains and four fire fighters) and double engine companies that also house a 10 Battalion Chief. The Fire Department also anticipates that a medical transport team of two persons will be quartered with double and single companies in the very near future, which bring the total number of company types to five. However, programmatic requirements of a double engine company are the same as those of a single engine company with a medical transport team, so there are only four program variations in total. The Alameda County Fire Department is committed to creating and maintaining a gender equal environment in the workplace. To uphold this commitment, single occupancy sleep rooms, one for each on duty personnel, and single occupancy bathroom facilities, one for every two sleep rooms, are provided in each of the four program variations. Each program variation also provides for one extra sleep room to accommodate additional personnel. The extra sleep room is not included in the count of the total number of bathroom facilities. CHART 1 FIRE STATION PROTOTYPE STUDY SINGLE ENGINE COMPANY FIRE STATION SUMMARY OF ROOM AND ACTIVITY AREAS FLOOR AREAS Room No. Area in Sq. Ft. Total Public Entry Area 1 84 84 General OfficeArea 1 177 177 Captain's Office/Sleeping Room 1 299 299 Public Toilet 1 88 88 Radio Response/Map Alcove 1 35 35 Apparatus Bays 2 2,775 2,775 Turnout Room 1 267 267 EMS Clean-Up Alcove 1 18 18 EMS Supply Storage 1 103 103 Workshop 1 160 160 Workout Room 1 630 630 Janitor/Storage Room 1 88 88 Water Heater Closet 1 16 16 Electrical Closet 1 20 20 Communication Closet 1 20 20 Vending Alcove 1 10 10 Day/Training Room I 280 280 Kitchen and Dining Area 1 510 510 FDP CrewSleep Rooms 3 162 486 Crew Bathrooms 2 105 210 Clean Linen Storage 1 4 4 Dirty Linen Closet 1 16 16 Unsigned Storage 200 200 Subtotal 6,496 Walls, Circulation, Layout 22% 1,429' Total 7,925 CHART 2 FIRE STATION PROTOTYPE STUDY DOUBLE ENGINE COMPANY FIRE STATION or SINGLE ENGINE COMPANY WITH MEDICAL TRANSPORT SUMMARY OF ROOM AND ACTIVITY AREAS FLOOR AREAS Room No. Area in Sq. Ft. Total Public Entry Area 1 84 84 General Office Area 1 237 237 Captain's Office / Sleeping Room 2 299 598 Public Toilet 1 88 88 Radio Response/Map Alcove 1 35 35 Apparatus Bays 3 4,050 4,050 Turnout Room 1 387 387 EMS Clean-Up Alcove 1 18 18 EMS Supply Storage 1 103 103 Workshop 1 160 160 Workout Room 1 714 714 Janitor/Storage Room 1 88 88 Water Heater Closet 1 32 32 Electrical Closet 1 20 20 Communication Closet 1 20 20 Vending Alcove 1 10 10 Day/Training Room 1 425 425 Kitchen and Dining Area 1 616 616 FDP Crew Sleep Rooms 5 162 810 Crew Bathrooms 3 105 315 Clean Linen Storage I 6 6 Dirty Linen Closet 1 24 24 Unsigned Storage 200 200 Subtotal 9,040 Walls, Circulation, Layout 22% 1,989 Total 11,029 CHART 3 FIRE STATION PROTOTYPE STUDY DOUBLE ENGINE COMPANY AND MEDCIAL TRANSPORT FIRE STATION SUMMARY OF ROOM AND ACTIVITY AREAS FLOOR AREAS Room 1 Area in Sq. Ft. Total Public Entry Area General Office Area Captain's Office / Sleeping Room Public Toilet Radio Response/Map Alcove 1 84 84 1 237 237 2 299 598 1 88 88 1 35 35 Apparatus Bays Turnout Room EMS Clean-Up Alcove EMS Supply Storage Workshop Workout Room Janitor/Storage Room Water Heater Closet Electrical Closet Communication Closet Vending Alcove Day/Training Room Kitchen and Dining Area FDP Crew Sleep Rooms Crew Bathrooms Clean Linen Storage Dirty Linen Closet 3 4,O5O 4,O5O 1 387 387 1 18 18 1 1 O3 I O3 1 160 160 1 714 714 1 88 88 1 32 32 1 20 20 1 20 20 1 10 10 1 425 425 1 616 616 5 162 810 3 105 315 1 6 6 1 24 24 Ambulance Ddver Sleep Room Ambulance Driver Bathroom Unsigned Storage Subtotal Walls, Circulation, Layout Total 162 324 105 105 200 200 9,469 22% 2,083 11,552 CHART 4 FIRE STATION PROTOTYPE STUDY DOUBLE ENGINE COMPANY AND BATTALION CHIEF FIRE STATION SUMMARY OF ROOM AND ACTIVITY AREAS FLOOR AREAS Room Public Entry Area General Office Area Captain's Office / Sleeping Room Public Toilet Radio Response/Map Alcove Apparatus Bays Turnout Room ~EMS Clean-Up Alcove EMS Supply Storage Workshop Workout Room Janitor/Storage Room Water Heater Closet Electrical Closet Communication Closet Vending Alcove Day/Training Room Kitchen and Dining Area FDP Crew Sleep Rooms Crew Bathrooms Clean Linen Storage Dirty Linen Closet Battalion Chief's Office Battalion Chief's Sleep Room Battalion Chief's Bathroom Unsigned Storage Subtotal Walls, Circulation, Layout Total iNo. Area in Sq. Ft. 1 84 1 237 2 299 1 88 1 35 3 4,050 1 387 1 18 1 103 1 160 1 714 1 88 I 32 1 20 1 20 1 10 I 425 I 616 5 162 3 105 1 6 1 24 1 176 1 169 1 115 200 22% Total 84 237 598 88 35 4,050 387 18 103 160 714 88 32 20 20 10 425 616 810 315 6 24 176 169 115 200 9,500 2,090 11,590 Major Rooms and Activity Areas Program ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAMl PUBLIC ENTRY ADJACENCIES general office area near to public toilet FREESTANDING EQUIPMENTAND FURNITURE (4) chairs or benches that seat 4 persons DESIGN CONSIDERATIONS · controlled access to all nonpublic areas · high visibility from nonpublic areas 11 Material ~ concrete steel trowel with stained color finish and sealer Base ~ concrete curb WALLS gypsum wall board and vinyl wainscot with chair rail WINDOWS EXTERIOR ~ frosted glass block DOORS INTERIOR Additional feature I~ half size view panel EXTERIOR Material ) aluminum Additional feature ) view panel direct florescent LIGIffrING ACOUSTICS normal ACCESSORIES LUCITE OR CLEAR PLASTIC WALL MOUNT PAMYHLET RACK :All program room plans are drawn at 1/8 scale, except the apparatus room plans are drawn at 1/16 scale. ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM GENERAL OFFICE AREA 12 AIXIACENCIES public entry near captains' offices near battalion chief's office FRE1Lq'rANDING EQUIPMENT AND copy machine printer circular or rectangular work table (space permitting) DESIGN CONSIDERATIONS · open design · not visible from street · adequate number of workstations · counter for issuing permits facing public entry · individual mail slots for each member ora crew 2"high · (1) inbox, (1) out-box 4"hi~ · casework for office supplies under-counter file cabinets SINGLE ENGINE COMPANY Material ~ carpet ~ concrete steel trowel with sealer and stained color finish Base ~ mbber WALLS gypsum wall board CEILING acoustical t-bar ACOUSTICS normal WINDOWS I, safety Additional feature ~ operating EXTERIOR I, obscured/frosted glass block SKYLIGHT(S) ~ glass DOORS INTERIOR Additional feature ~ half-size window CASEWORK UPPER CABINETS Material ~, plastic laminate Additional features ~ under cabinet lighting CASEWORK (continued) BASE CABINETS Material ~ plastic laminate BOOKSHELVES Material ~ plastic laminate note: for station library, see plans at left for location. COUNTERTOPS Material ~ plastic laminate ACCESSORIES 3'x4' TACK BOARD 3'x4' WHITE BOARD CLOCK normal emergency dedicated for - computer - printer - copier power strips near workstations LIGHTING direct florescent COMMUNICATIONS TEl .EPHONE DATA PAGING REMOTE to answer ringdown radio ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM GENERAL OFFICE AREA A! .I .COMPANIES EXCEPT SINGLE ENGINE 13 ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM PUBLIC BATHROOM INTENDED ~ANT CAPACITY (1) person A1XIACENCIES near entry near general office area DESIGN CONSIDERATIONS * provide no or minimal storage area 14 1. 2. TOILET Material I~ tile ceramic Base k tile ceramic WALLS gypsum wall board tile 7'-2" CEILING gypsum wall board ACCESSORIES PAPER TOWELS DISPENSER WITH DISPOSAL (Bobriek) COAT HOOK ACOUSTICS insulated direct florescent LIGHTING POWER normal emergency COMMUNICATIONS PAGING EXHAUST FAN PLUMBING SINK Type ~ wall mounted Material k porcelain ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM CREW BATHROOM ADJACENCIES near sleep rooms near clean linen storage I..E~EN~2 DESIGN CONSIDERATIONS individual shelve space for each crew member (6 total) · cabinet space for bathroom supplies · shelve or upper cabinet for clean towels · do not point shower heads towards doors · provide exterior working windows when possible 15 Material k tile ceramic Base I~ tile ceramic WALLS k gypsum wall board notes: ceramic tile to 7'2" or higher CEILING gypsum wall board ACOUSTICS k insolated UPPER CABINETS for clean towels Material ~ plastic, laminate CASEWORK (continued) BASE CABINETS Material k plastic laminate COUNTERTOPS Material 1~ corian ACCESSORIES TOWEL RACK or HOOKS TOWEL DISPENSER WITH DISPOSAL (Bobrick) normal emergency ground fault interrupter direct florescent LIGHTING COMMUNICATIONS PAGING ALARM MECHANICAL EXHAUST FANS separate from light PLUMBING SINK Type k counter Material I~ corian SHOWERS Material I~ ceramic notes: glass doors, ]/2' threshold. FLOOR DRAIN (optional) WALL HUNG TOILET ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM CAPTAIN'S SUITE 16 CAPTAIN'S OFFICE INTENDED OCCUPANT CAPACITY one person ADJACENCIES captain's sleep room near general office area DESIGN CONSIDERATIONS · office should be large enough so that two captains can work simulta- neously on their own projects · provide a glass block wall (instead of window) on street side for natural light and safety or skylights when office is not located on exterior · a night stand may be substituted for the workstation in sleep room 'L I501LT-4N ~ 4. ~4'X24' ~ (4 TOTAl.) lO. ~,!..,~ 151.~ I~ 9. 4. I, NAI.J- 9. ~LI..E~ iql-IITR BO~I4~,D/MAI=' CASEWORK (continued) BOOKSHELVES Material } plastic laminate COUNTERTOPS Material ~ plastic laminate ACCESSORIES 3'x4' TACK BOARD 3'x4' WHITE BOARD CLOCK FLOORS Material I~ carpet Base ~ robber WALLS gypsum wall board CEILING acoustical t-bar ACOUSTICS normal WINDOWS EXTERIOR Additional features ~ glass block wall or skylight UPPER CABINETS Material I~ plastic laminate Additional features I~ under cabinet lighting BASE CABINETS Material 1~ plastic laminate LIGHTING direct florescent POVt~R k normal I~ emergency I~ ground fault interrupter COMMUNICATIONS TELEPHONE DATA PAGING ALARM CAPTAIN'S SLEEP ROOM same program requirements as crew sleep room ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM BATTALION CHIEF'S SUITE 17 OFFICE INTENDED OCCUPANT CAPACITY one person ADJACENCIES sleep room bathroom near general office area FREF-qTANDING EQUIPMENTAND FURNITURE large desk 4-drawer lateral file computer printer DESIGN CONSIDERATIONS provide formal office provide a glass block wall (instead of window) on street side for natural light and safety or skylights when office is not located on exterior a night stand may be substituted for the workstation in sleep room ACOUSTICS normal WINDOWS EXTERIOR Additional features I~ insolate or glass block ~ fixed ACCESSORIES 3'x4' TACK BOARD 3'x4' WHITE BOARD CLOCK 1. OFFICE ~I,. BATH :2. gTt~=K ~,. ~W*..IN] =~. 10. ~ 4. fiLE C, ABHET 11. Y, IATER 't. :34"X24' t.OC, KER~ (4 TOTAL) 14. TOILET ~4*.'flCA.E ~T~ 15. TOIlEt. 1~. H.C,. ~-.~T I'L F'AI='ER T~ ~ 1~,. ~ 1=1. Y~rFE l~O. FaO< HAC, HINE FLOORS WALLS Material } gypsum wall board ~ carpet Base CI~ING [ rubber [ acoustical t-bar direct florescent LIGHI1NG POWER normal emergency ground fault interrupter COMMUNICATIONS TEl ,F~tONE DATA PAGING BATHROOM and SLEEP ROOM same program requirements as crew bathroom and sleep room, except as indicated on plan above ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM APPARATUS BAYS ADJACENCIES exterior radio response/map alcove ems clean-up workshop turnout room ems supply room workout room DESIGN CONSIDERATIONS · clean look · all bays drive-through · man door to backyard · non-slip and nonporous floor SINGLE ENGINE COMPANY Material I~ concrete steel trowel and sealer Base I~ concrete with 6" concrete curb WALLS ~ gypsum wall board notes: with sealed plywood, ceramic tile or other material wainscot 4' minimum WINDOWS SKYLIGHTS I~ glass CEILING notes: will depend on building materials ACOUSTICS I~ insolate between house and bays DOORS BAY DOORS I~ sectional notes: two rows of view panels CASEWORK COUNTERTOP Material I~ plastic laminate 5' long for telephone and reading manuals ACCESSORIES CLOCK POW~,R normal emergency ground fault interrupter dedicated for(l) 3-phase ceiling light continued on next page 18 AldkMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM APPARATUS BAYS ALL COMPANIES EX~ S~GLE ENG~ 4,050 LIGHTING direct florescent 3-phase ceiling light MFXI-IANICAL RADIENT TUB (OR BOX) HEATING notes: provide air reels and hanging battery chargers PLYOVENT EXHAUST SYSTEM COMMUNICATIONS TEl ,EPHONE PAGING PLUMBING HOSE BIBS FLOOR DRAIN note: trench drains one per bay 19 ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM TURNOUT ROOM ADJACENCIES apparatus bays ems clean-up SINGLE ENGINE COMPANY FLOORS Material ~ concrete steel trowel, color stain finish, sealer Base } concrete with 6" curb WALLS gypsum wall board plywood wainscot behind wire lookers, ceramic tile in drying area CEILING gypsum wall board (because of steam) FREESTANDING EQUIPMENT AND FURNITURE exlractor: Milnor Gear Guardian 6 (55"h x 36"w x 48"d) DESIGN CONSIDERATIONS · drying space for gear next to extractor · two-door access · allow for sufficient space people to pass one another · well-vented to assist drying of gear · provide three lockers per number of sleep rooms ACOUSTICS I~ insolated when located near living area DOORS INTERIOR Additional feature I, view panels ACCESSORIES LOCKERS dimensions: 30"w material: wire note: security locks, three shelves, no hangers LIGHTING l, direct l, florescent SKYLIGHT(S) note: operating (because of venting and title 24 energy, may not be allowed) COMMUNICATIONS PAGING normal emergency dedicated for extractor IVIECHANICAL EXHAUST FANS and MECHANICAL LOUVERS to exterior PLUMBING FLOOR DRAIN 20 ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM TURNOUT ROOM 21 DOUBLE ENG1NE COMPANY I I I 11'-b' ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM WORKSHOP 22 ADJACENCIES apparatus bays exterior FREESTANDING EQUIPMENT AND FURNITURE mechanic's tools rollaway tool box chain saw 6' workbench battery char~es 1. lO FT. LON6, ~ENC, H .2. MEGHANIG9 TOOL'C..,4-tE~T ~. AI:TJ.,~TABL.E .~TEE. L fd-IELV-/=~ 4.. DIRTY ~ FLOORS Material ~ concrete steel trowel finish, sealer Base ~ concrete with 6" concrete curb WALLS I~ gypsum wall board with 8' sealed plywood walnscoat ~G gypsum wall board ACOUSTICS ~, insolated depending on location DESIGN CONSIDERATIONS · double door access from exterior for large equipment · locate so that room can be expanded for specific station requirements CASEWORK OPEN SHELVING Material I~ steel note: for storage of tools and manuals ACCESSORIES PEG BOARD FOR TOOLS TOWEL DISPENSOR WITH DIS- POSAL (Bobrick) over sink LIGHTING I, direct ~ florescent SKYLIGHT(S) ~ glass POWER ~ normal and (220-240) ~ emergency ~ ground fault interrupter POWER STRIP over bench COMMUNICATIONS TELEPHONE PAGING MECHANICAL NO HVAC EXHAUST FANS COMPRESSED AIR LINE PLUMBING SINK Type ~ janitor Material ~ cast-iron ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM EMS CLEAN-UP ALCOVE ADJACENCIES apparatus bays turnout room ems supply room FREESTANDING EQUIPMENT AND FURNITURE sharps disposal box small contamination can waste container all items located beneath counter on open shelve 23 Material ~ concrete steel trowel, sealer, color stain finish Base ~ concrete with 6" curb all around WALLS I, tile to 7'2" notes stainless steel splash to shelve height CER~G gypsum wall board ACOUSTICS normal CASEWORK WORK BENCH Material ~ stainless steel note: built-in sink, open shelve beneath 6' counter counter lip to drain to sink OPEN SHELVING Material I, stainless steel as long as bench ACCESSORIES TOWEL DISPENSER WITH DISPOSAL (Bobrick) near sink LIGHTING direct florescent down light over sink POWER normal emergency ground fault interrupter PLUMBING SINK Type , stainless steel counter, foot pedals and goose-neck (2'w, 16"d) ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM EMS SUPPLY CLOSET ADJACENCIES apparatus bays near ems alcove DESIGN CONSIDERATIONS · should be a secure room · medical supplies currently stored in 2 6'high metal cabinets, said to be adequate Material ~ concrete steel trowel, sealer, color stain finish Base ~ rubber WALLS ~ gypsum wall board gypsum wall board DOORS INTERIOR Additional feature ) view panel CASEWORK BASE CABINETS Material ~ plastic laminate dimensions: 6'W, 6"H, 18"D COUNTERTOPS Material ~ plastic laminate dimensions: 3'W, 25"+"D ~ normal I~ emergency ~ ground fault interrupter note: provide outlet above counter to check equipment LIGHTING I, direct ~ florescent COMMUNICATIONS PAGING ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM JANITOR'S CLOSET 25 ADJACENCIES near kitchen DESIGN CONSIDERATIONS · use wall mounted shelves to allow for easy cleaning FREF~FANDING EQUIPMENT AND FURNITURE floor buffer vacuum brooms and mops racked cleaning supplies for one month general building supplies for one month (e.g., paper goods, light bulbs) FLOORS Material ~ concrete steel trowel, sealer Base ~ concrete with 6" concrete curb WALLS gypsum wall board stainless steel wainscot around floor sink CEIL1NG I, gypsum wall board notes: wainscoting around floor sink ACOUSTICS I, normal CASEWORK OPEN SHELVING ~ painted steel janitor shelves ACCESSORIES MOP RACK (over sink) direct florescent normal emergency LIGHTING POWER ground fault interrupter PLUMBING SINK ~ Type: floor FLOOR DRAIN (optional) HOSE BID ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM RADIO RESPONSE/MAP ALCOVE ADJACENCIES: apparatus bays or corridor leading to apparatus bays FREESTANDING EQUIPMENT AND FURNITURE radio remote printer (2'x2') map(s) (maximum size of 10' wide and floor to ceiling) 26 1 I.EE, ENI::~ 1. q'xlO' ~ 2. F'IleJ'T'IN~ ~TER. FLOORS Material r concrete steel trowel, sealer, color stain finish Base ~ concrete notes: 6" curb, assuming off apparatus bays WALLS ~ gypsum wall board CEILING ~ acoustical t-bar ACOUSTICS ~ normal CASEWORK OPEN SHELVING over counter for manuals Material I, plastic laminate COUNTERTOPS Material I~ plastic laminate dimensions: 2'x2' writing area ~ normal ~ emergency ~ ground fault interrupter LIGHTING ~ special map light I, night lights over map and writing area ~, manually operated auxiliary with timer COMMUNICATIONS TELEPHONE Ringdown radio remote microphone and reset Category 5 cable to communications room ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM KITCHEN AND DINING AREA 27 KITCHEN ADJACENCIF~ dining room (1/2 wall between) near janitors closet near day room FREESTANDING EQUIPMENT AND FURNITURE (3) refrigerators (model TBX sab white) commercial stove (Wolf preferred) - 4-burner with griddle for single company - 6-burner with griddle for ali other companies (1) built-in dishwasher for single company; (2) built-in dishwashers for all other companies (1) microwave oven for single company; (2) microwave for alt other companies counter space for a very tall coffee maker, very tall coffee grinder, and toaster SINGLE ENGINE COMPANY ~ = 310 ~F FLOORS Material I~ concrete steel trowel, sealer and color stain finish Base I~ concrete with 6" concrete curb WALLS k gypsum wall board floor-to-hood stainless steel wall guard behind stove DESIGN CONSIDERATIONS · cook should not feel isolated from crew while cooking · kitchen island with a prep sink and butcher block top · cabinet space for clean (on top) and dirty (below) linen · built-in garbage disposal · line of sight to dayroom and TV 12 q. C, Or-rl=l: ,~,TATION 10. ~ ~ ~ ~ ~1~ 11. ~ININ~ T~ 12. ~ TO ~G ~ gypsum wall bo~d ACOU~ICS k no~al CASEWORK UPPER CABINETS with 12"clear Material k plastic laminate inside and out Additional features I~ under cabinet lighting CASEWORK continued BASE CABINETS Material ~ plastic laminate inside and out COUNTERTOPS Material ~ stainless steel with 6" splash and drip roll POWER 1~ normal I~ emergency I~ ground fault interrupter I~ dedicated for - hood LIGHTING ~ direct k florescent SKYLIGHT k glass COMMUNICATIONS TELEPHONE PAGING MECHANICAL KITCHEN HOOD Ansel with water supply PLUMBING SINKS Type k counter Material ~ stainless steel note: - main sink single - both sinks with garbage disposal system FLOOR DRAIN ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM KITCHEN AND DINING AREA 28 DINING AREA ADJACENCIES kitchen dayroom exterior patio DESIGN CONSIDERATIONS · view TV from table · may substitute rectangular table with a round table, which will require a larger space FREF_~ANDING EQUIPMENT AND FURNITURE rectangular table to seat comfortably 6 persons (single company) or 10 persons (all other companies) AL!· COMPANIES EXCEPT SINGLE ENGINE COMPANY ~ ~, I q I I I! · I F F U U q. C.,Ot-f-I~.. ,~TATIO~ 10. ~ C.,,N~INET W ~ C,,ABINET 11. DININ~ TAISL.~ 12. ~ TO PATIO 1~,. GL.~..A~ AN~ ~IIL'TI' ~ 12 Material k concrete steel trowel, sealer, color stain finish Base I~ mbt>er WALLS k gypsum wall board notes: vinyl wainscot (1,1L1NG ~ acoustical t-bar ACOUSTICS k normal normal emergency direct florescent LIGHTING ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM DAY/TRAINING ROOM ADJACENCIES dining area near kitchen exterior FREESTANDING EQUIPMENT AND FURNITURE recliners: (4) single company, (7) all other companies large screen television VCR DVD books games' 29 DESIGN CONSIDERATIONS locate television for maximum visibility from dining room and kitchen and minimal glare from window SINGLE ENGINE COMPANY ALL COMPANIES EXCEPT SINGLE ENGINE FLOORS CASEWORK Material UPPER CABINETS ~ carpet Material Base ~ plastic laminate I, robber Additional features I, under cabinet lighting WALLS BASE CABINETS {for games and ~ gypsum wall board electronics) vinyl wainscot Material ~ plastic laminate ACOUSTICS BOOKSHELVES ~ normal Material ~ plastic laminate COUNTERTOPS CEILING Material I, acoustical t-bar I, plastic laminate WINDOWS INTERIOR Treatment ~ blinds ACCESSORIES BULLITEN/WHITE BOARD 3'x4' PROJECTION SCREEN CLOCK LIGHTING direct florescent with dimmer POWER normal emergency ground fault interrupter COMMUNICATIONS TELEPHONE DATA PAGING ALARM TELEVISION CABLE ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM CREW SLEEP ROOM not adjacent to exercise room near bathrooms FREESTANDING EQUIPMENT AND FURNITURE (2) extra long twin beds DESIGN CONSIDERATIONS · one built-in workstation · (4) built-in lockers with enough space to store a pillow and two blankets · for all companies except single, insolate from drive 30 1. F. XTttA I. ONO ~IN~LI[ ~ 2. ~OILT-IN ~ ~TATION '*. :~4'X~4" LOOq~ (4 TOTAL) ~=P,E.A = 16~, Material ~ carpet Base I~ rubber FLOORS CASEWORK POWER BASE CABINETS ~' normal Material I~ emergency ~ plastic laminate I~ ground fault interrupter note: provide 4 drawers ACOUSTICS I~ insolated WINDOWS EXTERIOR Additional features ~ insulating } operating Treatment I~ blinds WALLS COUNTERTOPS LIGHTING gypsum wall board Material I~ direct F plastic laminate 1~ florescent CEILING acoustical t-bar ACCESSORIES COMMUNICATIONS LOCKERS (4 total) TELEPHONE dimensions: 7'6" X 2' X 2' DATA material: plastic laminate PAGING ALARM TELEVISION CABLE ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM EXERCISE ROOM 31 apparatus bays exterior not adjacent to living quarters DESIGN CONSIDERATIONS · provide exterior operating windows when possible FREESTANDING EQUIPMENT AND FURNITURE TV stereo Bench Press 48x48 with moveable bench 20x54 Free weight rack 24x78 with free bench 20x54 Iron worker 60x48 with attachable bench 20x60 Dip stand 36x48 Stairmaster 36x48 (2 at doublecompanies) Bike 24x48(2 at double companies) Treadmill 48x60 (addition in the furore) 2 floor mats for setups 24x78 Mats under each piece of equipment overlap some of the equipment by about 3" SINGLE ENGINE COMPANY r- -1~ I L_ I I " I In I I 1 ] I [ J J't .... r , '-'~1'~ ~ ~ J lO I ~,. TR~q~II~ q. Fi. oo~ MAT~ 10. ,~/ 11. 12. I~I~E 1~ ~t~T~ FOUNTAIN Material ~ robber tiles notes: depressed floor: plywood over concrete Base ~ robber WALLS ~ gypsum wall board notes: cover with carpet if need for sound-proofing CEILING acoustical t-bar ACOUSTICS insolated depending on location DOORS INTERIOR Additional feature ~ view panel CASEWORK BASE CABINET for stereo and towel storage Material I, plastic laminate ACCESSORIEs TOWEL HOOKS MIRRORS CLOCK continued on next page ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ROOM PROGRAM EXERCISE ROOM A1l~ COMPANIES EXCEPT SINGLE ENGINE 32 POWER normal emergency ground fault interrupter LIGHTING indirect direct florescent COMMUNICATIONS TELEPHONE PAGING ALARM TELEVISION CABLE MECHANICAL EXHAUST FANS PLUMB1NG DRINKING FOUNTAIN 33 ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY MINOR ROOM AND ACTIVITY AREA PROGRAMs COMMUNICATIONS CLOSET SIZE 10' linear wall space ADJACENCIES exterior FREESTANDING EQUIPMENT AND FURNITURE metal hardware rack 24"W, 24"D, 6'H 800MHz ringdown radio and amplifier DESIGN CONSIDERATIONS · lighting adequate for reading · temperature, humidity and dust penetration should be within normal ranges for an interior living space · walls should be insulated · provide conduit to all service areas FLOORS Material O concrete steel trowel finish, sealer Base O rubber WALLS © gypsum wall board CEILING © gypsum wall board ACOUSTICS © insulated o direct O florescent O normal O emergency LIGHTING POWER o ground fault interrupter notes: 20 amps. COMMUNICATIONS TELEPHONE DATA PAGING ALARM notes: · fourplex electical outlets spaced within 6' of all wall areas · incoming telephone lines, protected punchblock mounting area and Merlin- type telephone control · protected punchblock mounting area, speakers and low voltage wiring for communications distribution area ELECTRICAL CLOSET ADJACENCIES exterior FLOORS WALLS ACOUSTICS Material O gypsum wall board o insulated o concrete CEILING LIGHTING steel trowel finish, sealer O gypsum wall board O direct Base MECHANICAL O florescent o rubber No HVAC 3For total floor areas of minor rooms and activity areas, see charts 1-4. ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY MINOR ROOM AND ACTIVITY AREA PROGRAM 34 HOT WATER CLOSET ADJACENCIES exterior or hall FREESTANDING EQUIPMENT AND FURNITURE (1) 100 gallon gas water heater for single company (2) 100 gallon gas water heaters for all other companies FLOORS CEILING Material o gypsum wall board O concrete ACOUSTICS steel trowel finish, sealer © insulated Base LIGHTING o concrete with 6" concrete curb O direct WALLS o florescent o gypsum wall board POWER O normal O emergency MECHANICAL No HVAC CIRCULATING PUMP for long pipe runs FLOOR DRAIN VENDING MACHINE ALCOVE ADJACENCIES near apparatus bays FREESTANDING EQUIPMENT AND FURNITURE soda machine snack/candy machine FLOORS Material O concrete with sealer, steel trowel, color stain finish assuming adjacency to apparatus bays Base O concrete notes: 6" concrete curb, assuming adjacency to apparatus bays WALLS o gypsum wall board notes: depending on location and code CEILING o gypsum wall board ACOUSTICS o normal POWER O normal O emergency o ground fault interrupter LIGHTING o direct o florescent MECHANICAL No HVAC CLEAN LINEN CABINET ADJACENCIES near sleep rooms near bathrooms CASEWORK CABINETS Material 0 plastic laminate size: 7'wx2'd ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY MINOR ROOM AND ACTMTY AREA PROGRAM 35 DIRTY LINEN CLOSET FREESTANDING EQUIPMENT AND FURNITURE wire stands for laundry bags: (3) maximum single company; (5) maximum all other companies FLOORS Material o concrete steel trowel, sealer Base o concrete, 6" concrete curb WALLS o gypsum wall board, sealed plywood/vinyl wainscot to 4' CEILING o gypsum wall board DOORS INTERIOR notes: provide stainless steel guard ACOUSTICS o normal LIGHTING o direct o florescent MECHANICAL No HVAC EXHAUST FAN for moistur~ ~ntrol PLUMBING FLOOR DRAIN EXTERIOR PATIO ADJACENCIES dining area FREESTANDING EQUIPMENT AND FURNITURE picnic table seating 10 persons gas barbecue DESIGN CONSIDERATIONS · partly covered for all weather use FLOORS LIGHTING Material O direct o concrete o compact florescent broom finish POWER COMMUNICATIONS o normal PAGING O emergency ALARM O exterior electrical outlet PLUMBING HOSE BIB AREA DRAIN MECHANICAL GAS LINE SECTION III THE PROTOTYPE FLOOR PLANS INTRODUCTION This section presents the design criteria requirements pertaining to site selection, a summary of the cost estimates for each prototype fire station design and the four prototypes site and floor plans. SITE SELECTION CRITERIA A building and site program will need to be developed to provide adequate criteria for site selection. The following site dimensional criteria are based on the dimensions of the four fire station prototypes: 1) single engine company, 2) double engine company or single engine company with medical transport, 3) double engine company with medical transport and 4) double engine company with a battalion chief. Other designs or programs may require smaller or larger sites than those of the prototypes. The preferred operational model for a street-facing fire station has drive-through, double deep apparatus bays, 70'-75'deep and 17'-20'wide. Site depth also includes a street front 30' setback and rear yard 80' turning space. A site depth of approximately 200' will allow for these design features and crew parking at the rear of the site. The minimum site depth for a two bay double depth single engine company is 165'. Two hundred feet (200') is the minimum site depth for a double engine company with three apparatus bays. Setback requirements should be checked with local zoning officials. However, the suggested 30' front apron setback should exceed most zoning requirements. Minimum site width is more variable than site depth. Zoning side yard setbacks vary. Five feet (5') to 20' feet may be required for residential areas, whereas none may be required in commercial areas. Building code for setbacks in a "B Occupancy" building requires a minimum of 20' for non-rated walls, 10' for walls with operating widows and 5' for walls with rated windows. The fire station prototypes suggest a side yard setback of 10' and the number of apparatus bays varies from two bays (requiring 35'-40' in width) to three bays (requiring 51' or more in width). The workshop, turnout room and exercise spaces, opposite the house side, add 20' or more.to the width of the building. An apparatus and crew drive add another 20' (in addition to any required setback) to minimum site width. The house layout may be more flexible, than other variables affecting the minimum site width required. The prototypes allow for a 50' wide house. The minimum width for a single engine company on a commercial site is approximately 165', and may be more on a residential site. Each prototype is developed for a front facing site. A comer site may eliminate the need for a street front drive, but at the same time may require front setbacks on each side. In summary, the minimum site dimensions and areas suggested by the prototype fire station designs are: Single Engine Company Double Engine Company Double Engine Company with a Battalion Chief Double Engine Company with Medical Transport Lot Width Lot Depth Lot Area 165FT 200FT 33,000SF 200FT 200FT 40,000SF 21 OFT 200FT 42,000SF 220FT 200FT 44,000SF SECTION IV TWO ARCHITECTURAL CONCEPTS INTRODUCTION The drawings presented in this section are three-dimensional architectural concepts developed for the single engine and double engine company fire station prototypes. Single engine company stations are to be built in residential neighborhoods of Dublin and unincorporated areas of Alameda County. Double engine company stations are to be located in industrial areas of San Leandro and Dublin. Hence, the architectural concept for single engine company has been designed to fit a residential neighborhood, whereas the concept for the double engine company is suitable for a commercial area. In the design of the double engine company station (figures 8a-c), the long span of the apparatus bays is roofed with a metal clad vaulted roof. The vaulted roof is asymmetrical and overhangs the apparatus doors and clerestory windows to provide sun and rain protection. For durability, concrete masonry units and metal siding are used for the exterior walls. Sloped metal roofing is used to limit the amount of built-up roofing and provide Iow, long-term maintenance. Sloped roofs cover the house area, except for a centrally located-fiat roofed area, which is reserved for rooftop mounted mechanical equipment. The conceptual design draws inspiration from the industrial area where the Alameda County Vehicle Maintenance Facility and Alameda County Emergency Operations Center are located. The City of Dublin has selected a site in this area for a new double engine company station. The County Vehicle Maintenance Facility is a most imposing building. A long barrel-vaulted roof structure covers open activity areas for vehicle washing and fueling and the enclosed maintenance bays and machine shops. Concrete block is the principal building material of the walling. The new Alameda County Emergency Operations Center is a handsome building of modem design employing industrial metal siding and industrial forms. The industrial concept presented here can be adapted for other prototype fire station programs and sites. It can be downsized for single engine company stations or upsized for double engine company stations with medical transport or a battalion chief. It aisc can be constructed with a wood frame instead of concrete block. The single engine company concept is scaled to a residential bUilding (figures 9a, b). Massing of the station is defined by series of gable roofs, the largest o'f which covers the apparatus bays. One small fiat roof is included in the roofing scheme to accommodate HVAC units. For durability, the exterior walling is clad with a stucco finish and the roofing is of preformed painted metal. Dormers, shed roof porches and trellises add residential scale and character to the design. No specific site or neighborhood has been developed for the single engine company design. However, the concept present here can be modified easily to achieve maximum compatibility with a specific residential neighborhood. 37 PROJECT COSTS OF PROTOTYPES The fire station prototype total costs as they appear in Chart 5 below comprise construction cost estimates and soft costs. Soft costs are non-construction or non-general contractor costs such as design fees, construction management, permits, construction contingency, furniture, testing and printing expenses. Soft costs are estimated as 35% of construction costs. Items such as telephone, data and office equipment are not included. Extraordinary, unanticipated cost will increase each budget. The construction costs are estimated for projects starting in the Spring of 2000. For projects starting later than this date, 4% per year should be added for escalation. For projects delayed more than three years, an estimate update may be required. The complete cost estimate for each fire station prototype is reproduced in the Appendix. GRAPH 5 SUMMARY OF PROJECT COSTS~ ~ E ~ o o Concrete Block Construction Building Area 8,181SF 10,802SF 11 ~601SF 11,470SF Lot Area 33,000 40,000 43,600 41,800 Ratio of Lot Area to Floor Area 4.26 3.94 3.79 3.66 Construction Cost Estimate NA $2,131,894 $2,355,396 $2,285,679 Cost of construction per square fee~ NA $210/SF $205/SF $200/SF Soft Costs~' NA $639,568 $824,389 $799,988 Total Project Costs~ NA $2,771~672 $3~179,990 $3,085,867 W~od Frame Construction Buildin~ Area 8,181SF 10,802SF 11,601SF 11,470SF Lot Area 33,000SF 40 000SF 43~600SF 41~800SF Ratio of Lot Area to Floor Area 4.26 3.94 3.79 3.66 Construction Cost Estimate $1~710,452 $2,062,253 $2,280,427 $2,211,129 Building Cost $221/SF $203SF $198SF $194SF Soft Costs ~ 35% of Above $598,658 $618,676 $798,149 $773,895 Total Project ~Osts $2,309,331 $2,681,132 $3,078,775 $2,985,218 Legend NA Not Applicable ' See appendix for costing details. : Includes site and building construction costs. ~ Calculated at 35% of construction cost and includes Architect/Engineer Fees (10 to 11.5%), Project Management (3- 5%), Permits/Utility Fees (5% or more), Design and Consultant Contingency (10-12% of construction), Furniture (3% or $50,000 to $75,000 allowance) and Printing and Advertising (2% or less). 4Does not include costs of office equipment, telephone, cabling or alarm/multiplexing equipment, site purchase, demolition or hazardous material abatement. -- SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE'STATION PROTOTYPE STUDY SCG JOB NO.: ' 99-150B-A · oc^TIo. ALAMEDA COUNTY PREPARED BY: M.KRITSCHER cu~,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRIPTION SINGLE ENGINE COMPANY- PROTOTYPE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 33,000 BASEMENT: NONE BUILDING GSF: 7,752 TYPE CONSTRUCTION: TYPE 5 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY! UNIT COST TOTAL 1.10 DEMOLITION 1.06 8,250 1.11 ASBESTOS ABATEMENT NONE 1.25 SITE, SERVICE, GENERAL & PAVING 20.74 160,811 1.26 SITE UTILITIES 10.55 81,772 1.27 GENERAL SITE 9.99 77,~.~.~. 1.28 OFF SITE NONE 1.29 SITE MISCELLANEOUS 2.04 15,800 2.12 FOUNDATIONS,130 OFF-SITE SPECIAL NONE 2.13 FOUNDATIONS 3.50 27,132 2.17 SLAB ON GRADE, FILL SLAB, LEVEL 6.07 47,052 3.01 STRUCTURE, VERTICAL 7.00 54,264 3.02 STRUCTURE, HORIZONTAL 8.00 62,016 3.03 FIREPROOFING NONE 3.06 SHEARWALLS 0.75 5,814 4.11 EXT. WALLS/PARAPETS, INSUL, EXT. WALL 11.42 88,527 4.12 FENESTRATION 1.42 10,970 4.13 DOORS - EXTERIOR 5.06 39,250 4.21 ROOF, INSULATION & S.M. 7.10 55,000 4.31 MISC. IRON, S.M., SOUND INSULATION 0.25 1,938 4.32 SKYLIGHTS 0.28 2,200 4.36 PAINTING 0.25 1,938 5.11 WALLS, INTERIOR 6.90 53,474 5.12 DOORS - INTERIOR 3.93 30,450 5.21 CEILING FINISHES, PATCH & ACOUSTIC 3.28 25,445 5.22 FLOOR FINISHES, CARPET & RESILIENT 2.38 18,450 5.31 TILE 1.56 12,067 5.32 OTHER SPECIAL FINISHES, BASE 0.60 4,626 5.40 INTERIORS 0.12 924 5.41 CABINETS AND TOPS, FURNITURE 4.51 35,000 6.10 GENERAL BUILDING SPECIALTIES 1.35 10,496 7.00 EQUIPMENT 3.22 25,000 8.00 SPECIAL CONSTRUCTION NONE 9.00 CONVEYING NONE 10.11 PLUMBING 4.11 31,875 10.15 HVAC 10.82 83,886 10.17 FIRE PROTECTION 2.35 18,217 11.00 ELECTRICAL, GENERAL 9.00 69,768 11.02 ELECTRICAL SPECIAL SYSTEMS 2.55 19,768 PRORATES 45% 530,830 ITOTAL CONSTRUC+ ON COSTS I I $ SF I 220'651 !,7!0,452 211100 3:11 PM 99-150BA- FIRE STATION SINGLE ENGINE 2-1-00 page 1 of 9 -- SAYLOR CONSULTING GROUP PROJECT LOCATION CLIENT DESCRIPTION ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ALAMEDA COUNTY DON DOMMER & ASSOC. SINGLE ENGINE COMPANY- PROTOTYPE SCGJOB NO.: PREPARED BY: CHECKED BY: DATE: SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE iBASEMENT: NONE TYPE CONSTRUCTION: TYPE 5 SPECIAL FDN: NONE SITE AREA: BUILDING GSF: HR. RTG.: SPRINKLERED: ITEM # I DESCRIPTION IQUANT~TYI UNIT I COST COMMENTS: GENERAL CONDITIONS 10% DESIGN / ESTIMATING CONTINGENCY 10% ESCALATION 3% MARKET CONDITIONS 10% OVERHEAD AND PROFIT 10% BONDS 2% TOTAL 45% 99-150B~ M.KRITSCHER L.SAYLOR 02~1~0 33,000 7,752 1 HR YE.~ TOTAL ~ 2/1/00 3:11 PM 99-150BA- FIRE STATION SINGLE ENGINE 2-1-00 page 2 of 9 SAYLOR CONSULTING GROUP PROJECT LOCATION CLIENT DESCRIPTION ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY ALAMEDA COUNTY DON DOMMER & ASSOC. SINGLE ENGINE COMPANY- PROTOTYPE SCG JOB NO.: PREPARED BY: CHECKED BY: DATE: SCHEMATIC NO. BLDGS: ONE BASEMENT: NONE TYPE CONSTRUCTION: TYPE 5 SPECIAL FDN: NONE ESTIMATE - ABBREVIATED FORM SITE AREA: BUILDING GSF: HR. RTG.: SPRINKLERED: 1.10 1.11 1.25 1.26 1.27 DESCRIPTION DEMOLITION SITE DEMOLITION I QUANTITY 33,00( UNIT SF COST 0-25 99-150B-A M.KRITSCHER L.SAYLOR 02101100 33,00( 7,752 I HR YES TOTAL 8,250 SUBTOTAL 1.10 8,250 ASBESTOS ABATEMENT NONE PLANNED SUBTOTAL 1.11 NONE SITE, SERVICE, GENERAL & PAVING EXCAVATION - BUILDING PAD ENGINEERED FILL BUILDING PAD HAUL OFF SPOILS DRIVE WAY AND APRON AT FIREHOUSE-10"W/RB SITE PARKING - ASPHALT FUEL STATION PAD , GENERATOR PAD, AND TRANSFORMER PAD & FILLER CONCRETE AT PAD AREAS & DUMPSTER PATIO, COURTYARD AND SIDEWALKS- 4" SLAB ROLLED CURB AT APPARATUS WASH BAY CONTOUR PAVING AT SITE ENTRY & EXIT 861 947 861 10,170 1,440 140 550 2,730 110 2 CY CY CY SF SF SF SF SF LF EA 10.00 23.00 30.00 8.50 2.50 4.50 3.50 3.50 8.50 750.00 8,610 21,781 25,830 86,445 3,600 630 1,925 9,555 935 1,500 SUBTOTAL 1.25 160,811 7,752 7,752 1 1 2.551 19,768 2.001 15,504 20000.001 20,000 26500.001 26,500 SF SF EA EA SITE UTILITIES SITE ELECTRICAL- SERVICE, GENERATOR FEEDE SITE MECHANICAL - SERVICES, SEWER,DRAINAG ABOVE GROUND FUEL STATION EMERGENCY GENERATOR- 60 KW SUBTOTAL 1.26 81,772 GENERAL SITE 6 FT CMU BLOCK WALL 6 FT CMU BLOCK WALL FOUNDATION CMU ENTRY WALL 4 FT W/STUCCO FINISH 4 FT CMU BLOCK WALL FOUNDATION METAL LETTER IDENTIFICATION FLAGPOLE 1,080 180 72 18 1 1 99-150BA- FIRE STA:TION SINGLE ENGINE 2-1-00 SF 12.0£ LF 35.00 SF 14.50 LF 35.00 LS 300.00 EA 1400.00 2/1/00 3:11 PM 12,960 6,300 1,044 630 300 1,400 page 3 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-A COC^T~ON ALAMEDA COUNTY PREPARED BY: M.KRITSCHER C,IENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRIPTION SINGLE ENGINE COMPANY- PROTOTYPE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 33,000 BASEMENT: NONE BUILDING GSF: 7,752 TYPE CONSTRUCTION: TYPE 5 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL CMU COURT YARD WALL 6 FT W/~TUCCO FINISH 180 SF 14.50 2,610 6 FT CMU BLOCK WALL FOUNDATION 30 LF 35.00 1,050 WROUGHT IRON GATE @ COURTYARD 1 EA 500.00 500 6 FT CYCLONE FENCE / @ PERIMETER 565 LF 22.00 12,430 LANDSCAPING AND IRRIGATION 9,800 SF 3.90 38,220 ISUBTOTAL 1.27 I I I I 77,444 1.28 OFF SITE NONE - ISUBTOTAL 1.28 I I I I NONE 1.29SITE MISCELLANEOUS 'SITE FURNISHINGS 33,000 SF 0.10 3,300 ON SITE APP / URS ROOMS I LS 12500.00 12,500 ISUBTOTAL "1.29 I I I I 15,800 2.12 FOUNDATIONS,130 OFF-SITE SPECIAL NONE IsUBT'OTAL 2.12 II I I NONE 2.13 FOUNDATIONS PERIMETER FOUNDATIONS& SPREAD FOOTINGS 7,752 SF 3.50 27,132 ISUBTO?.AL 2.13 I I I I 27,132 2.17 SLAB ON GRADE, FILL SLAB, LEVEL SLAB ON GRADE BUILDING 4,977 SF 4~50 22,397 SLAB ON GRADE APPARATUS BAYS 2,775 SF 8.50 23,588 DEPRESSED SLAB FRAMING @ EXERCISE ROOM 712 SF 1.50 1,068 ' ISUBTOTAL 2.~7 I I I I 47,052 3.01STRUCTURE, VERTICAL TYPE 5 STRUCTURE 7,752 SF 7.00 54,264 "IsUBTOTAL 3.01 I I I I 54,264 2/1/00 3:11 PM 99-150BA- FIRE STATION SINGLE ENGINE 2-1-00 page 4 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-A LOC^T~ON ALAMEDA COUNTY PREPARED BY: M.KRITSCHER C'~ENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR OESCRIPT~ON SINGLE ENGINE COMPANY- PROTOTYPE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 33,000 BASEMENT: NONE BUILDING GSF: 7,752 TYPE CONSTRUCTION: TYPE 5 HR. RTG.: I HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 3.02 STRUCTURE, HORIZONTAL TYPE 5 STRUCTURE 7,752 SF 8.00 62,016 ISUBTOTAL 3.02 I I I I 62,016 3.03 FIREPROOFING NONE ISUBTOTAL 3.03 I I I I NONE 3.06 SHEARWALLS SHEARWALLS 7,752 SF 0.75 5,814 ISUBTOTAL 3.06 I I I I 5,814 4.11 EXT. WALLS/PARAPETS, INSUL. EXT. WALL STUCCO, W.M.,BP, WS.. INS. PAINT, BASE 11 FT 5,247 SF 12.50 65,588 STUCCO, W.M.,BP, WS.. INS. PAINT , BASE 18 FT 1,582 SF 14.50 22,939 ISUBTOTAL 4.11 I I I I 88,527 4.12FENESTRATION AL FRAME, DUAL GLAZED NON OPERABLE 264 SF 32.50 8,580 CIRCULAR WINDOW @ APPARATUS ROOM 50 SF 35.00 1,750 SLIDING GLASS DOOR @ RECEPTION 16 SF 40.00 640 ISUBTOTAL 4.12 I I I I 10,970 4.13 DOORS - EXTERIOR H.M. DOOR,SINGLE FRAME, PAINT, HARDWARE 5 EA 1150.00 5,750 H.M. DOOR,DOUBLE FRAME, PAINT, HARDWARE 6 PR 1850.00 11,100 PANIC HARDWARE 8 EA 550.00 4,400 OVERHEAD DOORS 4 EA 4500.00 18,000 IsuBTOTAL 4.13 I I I I 39,250 2/1/00 3:11 PM 99-150BA- FIRE STATION SINGLE ENGINE 2-1-00 page 5 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-A · oc^T~o, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CLIENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCR,,T~O, SINGLE ENGINE COMPANY- PROTOTYPE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 33,000 BASEMENT: NONE BUILDING GSF: 7,752 TYPE CONSTRUCTION: TYPE 5 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 4.21 ROOF, INSULATION & S.M. GABLE ROOF STANDING SEAM, S.M. 8,527 SF 5.50 46,900 ROOF INSULATION - R-30 BATT 8,527 SF 0.95 8,101 ISUBTOTAL 4.21 I I I I 55,000 4.31MISC. IRON, S.M., SOUND INSULATION MISC. IRON, S.M., SOUND INSULATION 7,752 SF 0.25 1,938 ISUBTOTAL 4.31 I I I I 1,938 4.32 SKYLIGHTS i4X8 SKYLIGHTS- ONE PER BAY 2 EA 1100.00 2,200 ISUBTOTAL 4.32 I I I t 2,200 4.38 IPAINTING MISC PAINTING- MECH & ELEC 7,752 SF 0.25 1,938 ISUBTOTAL 4.36 I . I I I 1,938 5.11WALLS, INTERIOR WOOD STUD. GYP TWO SIDES, PAINT, BASE 6,990 SF 7.65 53,474 ISUBTOTAL 5.11 I I J J 53,474 5.12 DOORS-INTERIOR S.C.SINGLE DOOR,H.M. FRAME, PAINT, HRDWRE 19 EA 1050.00 19,950 S.C.DOUBLE DOOR,H.M FRAME, PAINT, HRDVVRE 6 PR 1750.00 10,500 ISUBTOTAL 5.12 I I I I 30,450 211/00 3:11 PM 99-150BA- FIRE STATION SINGLE ENGINE 2-1-00 page 6 of 9 -- SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-A LOCATION ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRiPTiON SINGLE ENGINE COMPANY- PROTOTYPE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 33,000 BASEMENT: NONE BUILDING GSF: 7,752 TYPE CONSTRUCTION: TYPE 5 HR. RTG.: '1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 5.21 CEILING FINISHES, PATCH & ACOUSTIC A.C.TILE -SUSPENDED GRID 3,625 SF 2.75 9,969 GPYBOARD, PAINT - SUSPENDED GRID 4,127 SF 3.75 15,476 ISUBTOTAL 5.21 I I I I 25,~5 5.22FLOOR FINISHES, CARPET & RESILIENT CARPET g38 SF 3.00 2,814 RUBBER TILES IN RECESSED FLOOR 712 SF 11.50 8,188 DECK STAIN CONCRETE 3,030 SF 2.00 6,060 SEALED CONCRETE- APPARATUS ROOM 2,775 SF 0.50 1,388 ISUBTOTAL 5.22 I I I I 18,45o 5.31 TILE FLOOR TILE IN BATHROOMS 297 SF 11,00 3,267 !WALL TILE IN BATHROOMS 704 SF 12.50 8,800 tSUBTOTAL 5.31 I I I I 12,06Z 5.32OTHER SPECIAL FINISHES, BASE STAINLESS STEEL SPLASH @ EMS 60 SF 75.00 4,500 FRP WAINSCOT @ FLOOR SINK 28 SF 4.50 126 ISUBTOTAL 5.32 I I I I 4,626 5.40INTERIORS 1" LEVELOUR BLINDS AT ALL GLAZING 264 SF 3.50 924 ISUBTOTAL 5.40 I I I I 924 5.41 CABINETS AND TOPS, FURNITURE CABINETS AND TOPS, FURNITURE 1 LS 35000.00' 35,000 INCLUDING S.S. KITCHEN AREA - ISUBTOTAL 5.41 I I I I 35,000 ~ 2/1/00 3:11 PM 99-150BA- FIRE STATION SINGLE ENGINE 2-1-00 page 7' of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-A LOCATION ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRiPTiON SINGLE ENGINE COMPANY-PROTOTYPE DATE: 02/01/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 33,000 BASEMENT: NONE BUILDING GSF: 7,752 TYPE CONSTRUCTION: TYPE 5 HR. RTG.: I HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 6.10 GENERAL BUILDING SPECIALTIES GENERAL BUILDING SPECIALTIES 7,752 SF 0.50 3,876 SLEEP ROOM LOCKERS- FULL HEIGHT 12 EA 225.00 2,700 TURN OUT LOCKERS 14 EA 280.00 3,920 ISUBTOTAL 6.10 I I I I 1o,496 7.00 EQUIPMENT KITCHEN EQUIPMENT 1 LS 25000.00 25,000 ISUBTOTAL 7.00 I I I I 2S,000 8.00 SPECIAL CONSTRUCTION NONE ON THIS PROJECT ISUBTOTAL 8,00 I I I I NONE 9.00 CONVEYING NONE ON THIS PROJECT ISUBTOTAL 9.00 I I I I NONE 10.11PLUMBING EQUIPMENT, TOILET 3 EA 485.00 1,455 LAVATORY 3 EA 450.00 1,350 FLOOR SINK 1 EA 625.00 625 STAINLESS STEEL SINKS 2 EA 550.00 1,100 SHOWER ENCLOSURE 2 EA 1850.00 3,700 ROUGH- IN FOR FIXTURES 11 EA 1600.00 17,600 FLOOR DRAINS 3 EA 165.00 495 ROUGH -IN FOR FLOOR DRAIN 3 EA 450.00 1,350 FLOOR TRENCH IN APPARATUS ROOM 120 LF 35.00 4,200 ISUBTOTAL 10.11 I I I I 31,875 2/1/00 3:11 PM 99-150BA- FIRE STATION SINGLE ENGINE 2-1-00 page 8 of 9 - SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-A LOC^T,O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER C,~E,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCR~PT~O, SINGLE ENGINE COMPANY- PROTOTYPE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 33,000 BASEMENT: NONE BUILDING GSF: 7,752 TYPE CONSTRUCTION: TYPE 5 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 10.15 HVAC HVAC, FANS, HEATERS FOR BUILDING 4,977 SF 11.50 57,236 RADIANT HEATERS FOR APPARATUS BAY 2,775 SF 6.00 16,650 TAIL PIPE EXHAUST SYSTEM- APPRATUS RM 1 LS 10000.00 10,000 ISUBTOTAL 10.15 I I I I 83,886 10.17 =FIRE PROTECT,O. FIRE SPRINKLER SYSTEM- INCLUDING RISERS 7,752 SF 2.35 18,217 ISUBTOTAL 10.17 I I I I 18,2~?' 11.00 ELECTRICAL, GENERAL ELECTRICAL, GENERAL 7,752 SF 9.00 69,768 ISUBTOTAL 11.00 I I I I 69,768 11.02 ELECTRICAL SPECIAL SYSTEMS F.A. P.A. TEL/DATA, CLOCK , AUTO DOOR SYS. 7,752 SF 2.55 19,768 ISUBTOTAL 11.02 I I I I 19,768 -- 2/1/00 3:11 PM 99-150BA- FIRE STATION SINGLE ENGINE 2-1-00 page 9 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-B! LOC^T,ON ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRIPTION DOUBLE ENGINE COMPANY STATION PROTOTYPE DATE: 02/01/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 40,000 BASEMENT: NONE BUILDING GSF: 10,162 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION UANTIT UNIT COST TOTAL 1.10 DEMOLITION 0.98 10,000 1.11 ASBESTOS ABATEMENT NONE 1.25 SITE, SERVICE, GENERAL & PAVING 19.59 199,059 1.26 SITE UTILITIES 9.13 92,737 1.27 GENERAL SITE 8.43 85,659 1.28 OFF SITE NONE 1.29 SITE MISCELLANEOUS 1.62 t6,500 2.12 FOUNDATIONS,130 OFF-SITE SPECIAL NONE 2.13 FOUNDATIONS 3.50 35,567 2.17 SLAB ON GRADE, FILL SLAB, LEVEL 6.20 63,030 3.01 STRUCTURE, VERTICAL 3.00 30,486 3.02 STRUCTURE, HORIZONTAL 3.50 35,567 3.03 FIREPROOFING NONE 3.06 SHEARWALLS 0.75 7,622 4.11 EXT. WALLS/PARAPETS, INSUL. EXT. WALL 21.13 214,743 4.12 iFENESTRATION 1.02 10,390 4.13 DOORS - EXTERIOR 4.68 47,550 4.21 ROOF, INSULATION & S.M. 8.13 82,627 4.31 MISC. IRON, S.M., SOUND INSULATION 0.25 2,541 4.32 SKYLIGHTS 0.32 3,300 4.36 PAINTING 0.25 2,541 5.11 WALLS, INTERIOR 3.97 40,331 5.12 DOORS - INTERIOR 2.96 30,100 5.21 CEILING FINISHES, PATCH & ACOUSTIC 3.41 34,659 5.22 FLOOR FINISHES, CARPET & RESILIENT 2.11 21,446 5.31 TILE 2.03 20,638 5.32 OTHER SPECIAL FINISHES, BASE 0.46 4,626 5.40 INTERIORS 0.10 1,050 5.41 CABINETS AND TOPS, FURNITURE 3.44 35,000 6.10 GENERAL BUILDING SPECIALTIES 1.45 14,756 7.00 EQUIPMENT 2.46 25,000 8.00 SPECIAL CONSTRUCTION NONE 9.00 CONVEYING NONE 10.11 PLUMBING 5.60 56,910 10.15 HVAC 10.29 104,588 10.17 FIRE PROTECTION 2.35 23,881 11.00 ELECTRICAL, GENERAL 9.00 91,458 11.02 ELECTRICAL SPECIAL SYSTEMS 2.55 25,913 ISUBTOTAL I I$/SF I 144'681 1,470,271 PRORATES 45% 661,622 ITOTAL CONSTRUCTION COSTS I I $/SF I 209'791 2,131,894 2/1/00 3:57 PM 99-150BBR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 1 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-B LOC^T~ON ALAMEDA COUNTY PREPARED BY: M.KRITSCHER C'IE,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR OESCRIP~O. DOUBLE ENGINE COMPANY STATION PROTOTYPE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 40,000 BASEMENT: NONE BUILDING GSF: 10,162 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # I DESCRIPTION UANTIT UNIT COST TOTAL I COMMENTS: GENERAL CONDITIONS 10% DESIGN / ESTIMATING CONTINGENCY 10% ESCALATION 3% MARKET CONDITIONS 10% OVERHEAD AND PROFIT 10% BONDS 2% TOTAL 45% ALTERNATE FOR WOOD FRAME IN LIEU OF CMU BLOCK DEDUCT CMU BLOCK WALLS CMU,SPLIT FACE, FURRED,INS. PAINT, BASE 11 FT -4,840 SF 17.00 (82,280) CMU,METAL SIDING, FURRED,INS. PAINT, BASE -3,022 SF 16.50 (49,863) CMU,SPLIT FACE, FURRED,INS. PAINT, BASE 18 FT -4,720 SF 17.50 (82,600) STUCCO, W.M.,BP, WS.. INS. PAINT, BASE 11 FT 7,862 SF 12.50 98,276 STUCCO, WM.,BP, WS.. INS. PAINT, BASE 18 FT 4,720 SF 14.50 68,440 SUBTOTAL ALTERNATE #1 (48,028) PRORATES @ 45% (21,613) TOTAL ALTERNATE #1 (69,641) 2/1/00 3:57 PM 99-150BBR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 2 of 9 SAYLOR CONSULTING GROUP .ROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-B · OC^T~O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CL,E.T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCR~,T~O, DOUBLE ENGINE COMPANY STATION PROTOTYPE DATE: 02101/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 40,000 BASEMENT: NONE BUILDING GSF: 10,162 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: '1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION UANTIT UNIT COST TOTAL 1 .'10 DEMOLITION SITE DEMOLITION 40,000 SF 0.25 10,000 ISUBTOTAL '1.'10 I I I I '10,000 1.1'1 ASBESTOS ABATEMENT NONE PLANNED - ISUBTOTAL '1.'11 I I I I NONE 1.25SITE, SERVICE, GENERAL & PAVING EXCAVATION - BUILDING PAD 1,130 CY 10.00 '11,300 ENGINEERED FILL BUILDING PAD 1,243 CY 23.00 28,589 HAUL OFF SPOILS 1,130 CY 30.00 33,900 DRIVE WAY AND APRON AT FIREHOUSE-10"W/RB 12,530 SF 8.50 106,505 SITE PARKING - ASPHALT 2,535 SF 2.50 6,338 FUEL STATION PAD , GENERATOR PAD, AND 140 SF 4.50 630 TRANSFORMER PAD & - FILLER CONCRETE AT PAD AREAS & DUMPSTER 322 SF 3.50 1,'127 PATIO, COURTYARD AND SIDEWALKS- 4" SLAB 2,365 SF 3.50 8,278 ROLLED CURB AT APPARATUS WASH BAY 105 LF 8.50 893 CONTOUR PAVING AT SITE ENTRY & EXIT 2 EA 750.00 1,500 ISUBTOTAL 1.25 I I I I '199,059 1.26 SITE UTILITIES SITE ELECTRICAL- SERVICE, GENERATOR FEEDER 10,162 SF 2.55 25,9'13 SITE MECHANICAL - SERVICES, SEWER,DRAINAGE 10,162 SF 2.00 20,324 ABOVE GROUND FUEL STATION 1 EA 20000.00 20,000 EMERGENCY GENERATOR- 60 KW 1 EA 26500.00 26,500 ISUBTOTAL 1.26 I I I I 92,737 1.27 GENERAL SITE 6 FT CMU BLOCK WALL 1,050 SF 12.00 '12,600 6 FT CMU BLOCK WALL FOUNDATION 175~ LF 35.00 6,'125 CMU ENTRY WALL 4 FT W/STUCCO FINISH 72 SF 14.50 '1,044 4 FT CMU BLOCK WALL FOUNDATION 18 LF 35.00 630 METAL LETTER IDENTIFICATION 1 LS 300.00 300 FLAGPOLE 1' EA 1400.00 1,400 CMU SPLIT FACE COURT YARD WALL 6 FT 300 SF 16.00 4,800 ~ 2/1/00 3:57 PM 99-150BBR-1 FIRE STATION DOUBLE ENGINE 2-1-00 /. page 3 of 9 -- SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-B cOC^TION ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRiPTiON DOUBLE ENGINE COMPANY STATION PROTOTYPE DATE: 02/01100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 40,000 BASEMENT: NONE BUILDING GSF: 10,162 TYPE CONSTRUCTION: TYPE 3 HR. RTG,: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION UANTIT UNIT COST TOTAL 6 FT CMU BLOCK WALL FOUNDATION 50 LF 35.00 1,750 WROUGHT IRON GATE @ COURTYARD 1 EA 500.00 500 6 FT CYCLONE FENCE / @ PERIMETER 600 LF 22.00 13,200 LANDSCAPING AND IRRIGATION 11,105 SF 3.90 43,310 ISUBTOTAL 1.27 I I I I 85,659 1.28OFF SITE NONE ISUBTOTAL 1.26 I I I I NONE 1.29SITE MISCELLANEOUS SITE FURNISHINGS 40,000 SF 0.10 4,000 ON SITE APP / URS ROOMS 1 LS 12500.00 12,500 ISUBTOTAL 1.29 I I I I 16,S00 2.12FOUNDATIONS,130 OFF-SITE SPECIAL NONE - ISUBTOTAL 2.t2 I ' I I I "O"E 2.13FOUNDATIONS PERIMETER FOUNDATIONS & SPREAD FOOTINGS 10,162 SF 3.50 35,567 ISUBTOTAL 2.13 I I I I 35,567 2.17SLAB ON GRADE, FILL SLAB, LEVEL SLAB ON GRADE BUILDING 6,112 SF 4.50 27,504 SLAB ON GRADE APPARATUS BAYS 4,050 SF 8.50 34,425 DEPRESSED SLAB FRAMING @ EXERCISE ROOM 734 SF 1.50 1,101 ISUBTOTAL 2.17 -. I I I I 63,030 3.01 STRUCTURE, VERTICAL TYPE 3 STRUCTURE 10,162 SF 3.00 30,486 ISUBTOTAL 3.0t' I I I I 30,486 2/1/00 3:57 PM 99-150BBR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 4 of 9 SAYLOR CONSULTING GROUP ,ROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-B COC^T~O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCR~PT~O, DOUBLE ENGINE COMPANY STATION PROTOTYPE DATE: 02/01100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 40,000 BASEMENT: NONE BUILDING GSF: 10,162 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: I HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION UANTIT UNIT COST TOTAL 3.02 STRUCTURE, HORIZONTAL TYPE 3 STRUCTURE 10,162 SF 3.50 35,567 TRUSS - TAPERED BOW- APPARATUS - ISUBTOTAL 3.02 I I I I 35,567 3.03FIREPROOFING NONE - ISUBTOTAL 3.03 I I I I NONE 3.06SHEARWALLS SHEARWALLS 10,162 SF 0.75 7,522 ISUBTOTAL 3.06 I I I I 7,622 4.11 EXT. WALLS/PARAPETS, INSUL. EXT. WALL ICMU,SPLIT FACE, FURRED,INS. PAINT, BASE 11 FT 4,840 SF 17.00 82,280 CMU,METAL SIDING, FURRED,INS. PAINT, BASE 3,022 SF 16.50 49,863 CMU,SPLIT FACE, FURRED, INS. PAINT, BASE 18 FT 4,720 SF 17.50 82,600 ISUBTOTAL 4.11 I I I I 214,743 4.12 FENESTRATION AL FRAME, DUAL GLAZED NON OPERABLE 300 SF 32.50 9,750 SLIDING GLASS DOOR @ RECEPTION 16 SF 40.00 640 ISUBTOTAL 4.12I I I I lO,39o 4.13 DOORS - EXTERIOR N.M. DOOR,SINGLE FRAME, PAINT, HARDWARE 6 EA 1150.00 6,900 H.M. DOOR,DOUBLE FRAME, PAINT, HARDWARE 5 PR 1850.00 9,250 PANIC HARDWARE 8 EA 550.00 4,400 OVERHEAD DOORS 6 EA 4500.00 27,000 IsuBTOTAL 4.13 I I I I 47,55o 2i1/00 3:57 PM 99-150BBR-1 FIRE S3;ATION DOUBLE ENGINE 2-1-00 page 5 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-B LOC^T~ON ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRiPTiON DOUBLE ENGINE COMPANY STATION PROTOTYPE DATE: 02/01100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 40,000 BASEMENT: NONE BUILDING GSF: 10,162 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: I HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION UANTIT UNIT COST TOTAL 4.21 ROOF, INSULATION & S.M. CURVED ROOF STANDING SEAM, S.M. 10,100 SF 6.50 65,650 BUILT UP ROOF AT EQUIPMENT WELL 1,995 SF 2.75 5,486 ROOF INSULATION - R-30 BATT 12,095 SF 0.95 11,490 ISUBTOTAL 4.21 I I I I 62,627 4.31 MISC. IRON, S.M., SOUND iNSULATION MISC. IRON, S.M, SOUND INSULATION 10,162 SF 0.25 2,541 ISUBTOTAL 4.31 I I I I 2,541 4.32 SKYLIGHTS 4X8 SKYLIGHTS-ONE PER BAY 3 EA 1100.00 3,300 ISUBTOTAL 4.32 I I I I 3,300 4.36 PAINTING MISC PAINTING- MECH & ELEC 10,162 SF 0.25 2,541 ISUBTOTAL 4.36 I I I I 2,541 5.11 WALLS, INTERIOR WOOD STUD. GYP TWO SIDES, PAINT, BASE 5,272 SF 7.65 40,331 ISUBTOTAL 5.11 ] I I I 40,331 5.12 DOORS - INTERIOR S.C.SINGLE DOOR, H.M. FRAME, PAINT, HRDWRE 22 EA 1050.00 23,100 S.C.DOUBLE DOOR,H.M. FRAME, PAINT, HRDVVRE 4 PR 1750.00 7,000 ISUBTOTAL 5.12 .I I I I 3o,loo '-- 2/1/00 3:57 PM 99-150BBR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 6 of 9 -- SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-B LOC^TIO, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CLiE,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRiPTiON DOUBLE ENGINE COMPANY STATION PROTOTYPE DATE: 02101/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 40,000 BASEMENT: NONE BUILDING GSF: 10,162 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION UANTIT UNIT COST TOTAL 5.21 CEILING FINISHES, PATCH & ACOUSTIC A.C.TILE -SUSPENDED GRID 5,170 SF 2.75 14,218 GPYBOARD, PAINT - SUSPENDED GRID 5,451 SF 3.75 20,441 ISUBTOTAL 5.2~ I I I I 34,659 5.22FLOOR FINISHES, CARPET & RESILIENT CARPET 1,240 SF 3.00 3,720 RUBBER TILES IN RECESSED FLOOR 734 SF 11.50 8,441 DECK STAIN CONCRETE 3,630 SF 2.00 7,260 SEALED CONCRETE-APPARATUS ROOM 4,050 SF 0.50 2,025 ISUBTOTAL 5.22 I I I I 21,446 5.31TILE FLOOR TILE IN BATHROOMS 508 SF 11.00 5,588 WALL TILE IN BATHROOMS 1,204 SF 12.50 15,050 ISUBTOTAL 5.31 I I I I 20,63S 5.32OTHER SPECIAL FINISHES, BASE STAINLESS STEEL SPLASH @ EMS 60 SF 75.00 4,500 FRP WAINSCOT @ FLOOR SINK 28 SF 4.50 126 ISUBTOTAL 5.32 I I I I 4,626 5.40INTERIORS 1" LEVELOUR BLINDS AT ALL GLAZING 300 SF 3.50 1,050 ISUBTOTAL S.40 I I I t 1,o5o 5.41 CABINETS AND TOPS, FURNITURE CABINETS AND TOPS, FURNITURE 1 LS 35000.00 35,000 INCLUDING S.S. KITCHEN AREA ISUBTOTAL 5.41 I I I I 35,ooo 2/1/00 3:57 PM 99-150BBR-1 FIRE STATION DOUBLE ENGINE 2.1-00 page 7 of 9 -- SAYLOR CONSULTING GROUP PROJECT 'ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-B · OC^T~O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CLIENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR ~ESCR~PT~O, DOUBLE ENGINE COMPANY STATION PROTOTYPE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 40,000 BASEMENT: NONE BUILDING GSF: 10,162 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: I HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION UANTIT UNIT COST TOTAL 6.10 GENERAL BUILDING SPECIALTIES GENERAL BUILDING SPECIALTIES 10,162 SF 0.50 5,081 SLEEP ROOM LOCKERS- FULL HEIGHT 20 EA 225.00 4,500 TURN OUT LOCKERS 23 EA 225.00 5,175 ISUBTOTAL 6.10 I I I I 14,756 7.00 EQUIPMENT KITCHEN EQUIPMENT 1 LS 25000.00 25,000 ISUBTOTAL 7.00 I I I I 25,000 8.00 SPECIAL CONSTRUCTION NONE ON THIS PROJECT - ISUBTOTAL 8.00 I I I I NONE 9.00 CONVEYING NONE ON THIS PROJECT ISUBTOTAL 9.00 I I I I NONE 10.11 PLUMBING EQUIPMENT, TOILET 4 EA 485.00 1,940 LAVATORY 4 EA 450.00 1,800 FLOOR SINK 1 EA 625.00 625 STAINLESS STEEL SINKS 4 EA 550.00 2,200 SHOWER ENCLOSURE 6 EA 1850.00 11,100 ROUGH- IN FOR FIXTURES 19 EA 1600.00 30,400 FLOOR DRAINS 3 EA 165.00 495 ROUGH -IN FOR FLOOR DRAIN 3 EA 450.00 1,350 FLOOR TRENCH IN APPARATUS ROOM 200 LF 35.00 7,000 ISUBTOTAL 10.11 I I I I 56,91o 2/1/00 3:57 PM 99-150BBR-1 FIRE STATION DOUBLE iNGINE 2-1-00 page ~ ot 9 -- SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-B LOCATION ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CLIENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRIPTION DOUBLE ENGINE COMPANY STATION PROTOTYPE 'DATE: 02101/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 40,000! BASEMENT: NONE BUILDING GSF: 10,162 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: I HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION UANTIT UNIT COST TOTAL 10.15 HVAC HVAC, FANS, HEATERS FOR BUILDING 6,112 SF 11.50 70,288 RADIANT HEATERS FOR APPARATUS BAY 4,050 SF 6.00 24,300 TAIL PIPE EXHAUST SYSTEM- APPRATUS RM 1 LS 10000.00 10,000 ISUBTOTAL 10.15 I I I I 104,S88 10.17 FIRE PROTECTION FIRE SPRINKLER SYSTEM- INCLUDING RISERS 10,162 SF 2.35 23,881 ISUBTOTAL 10.17 I I I I 23,881 11.00 ELECTRICAL, GENE~L ELECTRICAL, GENERAL 10,162 SF 9.00 91,458 ISUBTOTAL 11.00 I I I I 51,458 11.02 ELECTRICAL SPECIAL SYSTEMS F.A.P.A. TEL/DATA, CLOCK, AUTO DOOR SYS. 10,162 SF 2.55 25,913 ISUBTOTAL 11.02 I .I I I 25,913 2/1/00 3:57 PM 99-150BBR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 9 of 9 -- SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-C LOC^T~O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUE,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR ESCR~PT~O DOUBLE ENGINE COMPANY STATION WI MEDICAL UNIT DATE: 02101100 SCHEMATIC ESTIMATE- ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 43,800 BASEMENT: NONE BUILDING GSF: 11,494 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM #: DESCRIPTION QUANTITY UNIT COST TOTAL 1.10 DEMOLITION 0.95 10,950 1.11 ASBESTOS ABATEMENT NONE 1.25 SITE, SERVICE, GENERAL & PAVING 19.87 228,359 1.26 SITE UTILITIES 8.60 98,798 1.27 GENERAL SITE 7.68 88,227 1.28 OFF SITE NONE 1.29 SITE MISCELLANEOUS 1.47 16,880 2.12 FOUNDATIONS,130 OFF-SITE SPECIAL NONE 2.13 FOUNDATIONS 3.50 40,229 2.17 SLAB ON GRADE, FILL SLAB, LEVEL 6.01 69,024 3.01 STRUCTURE, VERTICAL 3.00 34,482 3.02 STRUCTURE, HORIZONTAL 3.50 40,229 3.03 FIREPROOFING NONE 3.06 SHEARWALLS 0.75 8,621 4.11 EXT. WALLS/PARAPETS, INSUL. EXT. WALL 19.93 229,080 4.12 FENESTRATION 1.07 12,340 4.13 DOORS- EXTERIOR 4.23 48,650 4.21 ROOF, INSULATION & S.M. 8.04 92,393 4.31 MISC. IRON, S.M., SOUND INSULATION 0.25 2,874 4.32 SKYLIGHTS 0.29 3,300 4.36 PAINTING 0.25 2,874 5.11 WALLS, INTERIOR 4.13 47,430 5.12 DOORS- INTERIOR 3.14 36,050 5.21 CEILING FINISHES, PATCH &ACOUSTIC 3.22 37,060 5.22 FLOOR FINISHES, CARPET & RESILIENT 2.14 24,5.52 5.31 TILE 2.13 24,471 5.32 OTHER SPECIAL FINISHES, BASE 0.40 4,626 5.40 INTERIORS 0.11 1,260 5.41 CABINETS AND TOPS, FURNITURE 3.05 35,000 6.10 GENERAL BUILDING SPECIALTIES 1.65 19,022 7.00 EQUIPMENT 2.18 25,000 8.00 SPECIAL CONSTRUCTION NONE 9.00 CONVEYING NONE 10.11 PLUMBING 5.48 62,960 10.15 HVAC 10.43 119,906 10.17 FIRE PROTECTION 2.35 27,011 11.00 ELECTRICAL, GENERAL 9.00 103,446 11.02 ELECTRICAL SPECIAL SYSTEMS 2.55 29,310 IsUBTOTAL I' I$1sF I 141'331 1,624,411 PRORATES 45% 730,985 TOTAL CONSTRUCTION COSTS $l SF 204.92! 2,355,396 2/1/00 4:20 PM 99-150BCR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 1 of 9 -- SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-Cl LOC^TION ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR ESCR~PT~O DOUBLE ENGINE COMPANY STATION WI MEDICAL UNIT DATE: 02/01100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 43,800 BASEMENT: NONE BUILDING GSF: 11,494 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: t HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL COMMENTS: GENERAL CONDITIONS 10% DESIGN / ESTIMATING CONTINGENCY 10% ESCALATION 3% MARKET CONDITIONS 10% OVERHEAD AND PROFIT 10% BONDS 2% TOTAL 45% ALTERNATE FOR WOOD FRAME IN LIEU OF CMU BLOCK DEDUCT CMU BLOCK WALLS CMU,SPLIT FACE, FURRED,INS. PAINT, BASE 11 FT 5,365 SF -17.00 (91,205) CMU,METAL SIDING, FURRED,INS. PAINT, BASE 3,350 SF -16.50 (55,275) CMU,SPLIT FACE, FURRED,INS. PAINT, BASE 18 FT 4,720 SF -17.50 (82,600) STUCCO, W.M.,BP, WS.. INS. PAINT, BASE 11 FT 8,715 SF 12.50 108,938 ISTUCCO, W.M.,BP, WS.. INS. PAINT, BASE 18 FT 4,720 SF 14.50 68,440 SUBTOTAL ALTERNATE #1 (51,703) PRORATES @ 45% (23,266) TOTAL ALTERNATE #1 (74,969). 2/1/00 4:21 PM 99-150BCR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 2 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY · OC^TION ALAMEDA COUNTY CLIENT DON DOMMER & ASSOC. ESCR~,T~O DOUBLE ENGINE COMPANY STATION WI MEDICAL UNIT SCG JOB NO.: PREPARED BY: CHECKED BY: DATE: 99-150B-C! M.KRITSCHER L.SAYLOR 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE BASEMENT: NONE TYPE CONSTRUCTION: TYPE 3 SPECIAL FDN: NONE SITE AREA: BUILDING GSF: HR. RTG.: SPRINKLERED: 43,800 11,494 I HR YES ITEM # I 1.10 DEMOLITION SITE DEMOLITION ISUBTOTAL 1.10 1.11 ASBESTOS ABATEMENT NONE PLANNED ISUBTOTAL 1.11 DESCRIPTION 1.25 SITE, SERVICE, GENERAL'& PAVING EXCAVATION - BUILDING PAD ENGINEERED FILL BUILDING PAD HAUL OFF SPOILS. DRIVE WAY AND APRON AT FIREHOUSE-10 W/RD SITE PARKING - ASPHALT FUEL STATION PAD, GENERATOR PAD, AND TRANSFORMER PAD & IFILLER CONCRETE AT PAD AREAS & DUMPSTER IPATIO, cOURTYARD AND SIDEWALKS- 4" SLAB I ROLLED CURB AT APPARATUS WASH BAY ICONTOUR PAVING AT SITE ENTRY & EXIT ISUBTOTAL 1.25 1.26 SITE UTILITIES · SITE ELECTRICAL-SERVICE, GENERATOR FEEDER SITE MECHANICAL - SERVICES, SEWER,DRAINAGE ABOVE GROUND FUEL STATION EMERGENCY GENERATOR- 60 KW ISUBTOTAL 1.26 QUANTITY 43,800 1,425 1,568 1,425 13,398 2,929! 140! UNIT SF CY CY CY SF SF SF COST 322 2,840 105 2 0.25 1.27 IGENERAL SITE 16 ET CMU BLOCK WALL I6 FT CMU BLOCK WALL FOUNDATION ICMU ENTRY WALL 4 FT W/STUCCO FINISH 14 FT CMU BLOCK WALL FOUNDATION I METAL LETTER IDENTIFICATION I FLAGPOLE ICMU SPLIT FACE COURT YARD WALL 6 FT 11,494 11,494 1 1 SF SF LF EA SF SF EA EA 1,050 SF 175 LF 72 SF 18 LF I LS 1 EA 330 SF 10.00 23.00 30.Q0 8.50 2.50 4.50 3.50 3.50 8.50 750.00 2.55 2.00 20000.00 26500.00 12.00 35.00 14.50 35.00 300.00 1400.00 16.00 TOTAL 10,950 10,950 NONE 14,250 36,064 42,750 113,883 7,323 630 1,127 9,940 893 1,500 228,359 29,310 22,988 20,000 26,500 98,798 12,600 6,125 1,044 630 300 1,400 5,280 2/1/00 4:20 PM 99-150BCR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 3 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-C LOCATION ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUEUT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR ESCR~PT~O DOUBLE ENGINE COMPANY STATION W/MEDICAL UNIT DATE: 02/01100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 43,800 BASEMENT: NONE BUILDING GSF: 11,494 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 6 FT CMU BLOCK WALLFOUNDATION 55 LF 35.00 1,925 WROUGHT IRON GATE @ COURTYARD 1 EA 500.00 500 6 FT CYCLONE FENCE / @ PERIMETER 618 LF 22.00 13,596 LANDSCAPING AND IRRIGATION 11,494 SF 3.90 44,82? ISUBTOTAL 1.27 I I I I 88,22? 1.28 OFF SITE NONE ISUBTOTAL 1.28 I I I I NONE 1.29 SITE MISCELLANEOUS SITE FURNISHINGS 43,800 SF 0.10 4,380 ON SITE APP / URS ROOMS 1 LS 12500.00 12,500 ISUBTOTAL 1.29 I I I I 18,880 2.12FOUNDATIONS,130 OFF-SITE SPECIAL NONE ISUBTOTAL 2.12 I I I I NONE 2.13FOUNDATIONS PERIMETER FOUNDATIONS & SPREAD FOOTINGS 11,494 SE 3.50 40,229 ISUBTOTAL 2.13 I I I I 4o,229 2.17SLAB ON GRADE, FILL SLAB, LEVEL SLAB ON GRADE BUILDING 7,444 SF 4.50 33,498 SLAB ON GRADE APPARATUS BAYS 4,050 SE 8.50 34,425 DEPRESSED SLAB FRAMING @ EXERCISE ROOM 734 SF 1.50 1,101 ISUBTOTAL 2.17 I I I I 69,024 3.01STRUCTURE, VERTICAL TYPE 3 STRUCTURE 11,494 SF 3.00 34,482 ISUBTOTAL 3.01 I I I I 34,482 2/1/00 4:20 PM 99-150BCR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 4 of 9 -- SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-C · OC^T,O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER C'tENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR ESCRIPTtO DOUBLE ENGINE COMPANY STATION WI MEDICAL UNIT DATE: 02101/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 43,800 BASEMENT: NONE BUILDING GSF: 11,494 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 3.02 STRUCTURE, HORIZONTAL TYPE 3 STRUCTURE 11,494 SF 3.50 40,229 TRUSS - TAPERED BOW- APPARATUS ISUBTOTAL 3.02 I I I I 40,229 3.03FIREPROOFING NONE ISUBTOTAL 3.03 I I I I NONE 3.06SHEARWALLS SHEAR.WALLS 11,494 SF 0.75 8,621 ISUBTOTAL 3.06 I I I I 8,621 4.11 EXT. WALLS/PARAPETS, INSUL. EXT. WALL CMU,SPLIT FACE, FURRED,INS. PAINT, BASE 11 FT 5,365 SF 17.00 91,205 CML,METAL SIDING, FURRED,INS. PAINT, BASE 3,350 SF 16.50 55,275 CML,SPLIT FACE, FURRED,INS. PAINT, BASE 18 FT 4,720 SF 17.50 82,600 ISUBTOTAL 4.11 I I I I 229~080 4.12 FENESTRATION AL FRAME, DUAL GLAZED NON OPERABLE 360 SF 32.50 11,700 SLIDING GLASS DOOR @ RECEPTION 16 SF 40.00 640 ISUBTOTAL 4.12 I I I I 12,340 4.13DOORS- EXTERIOR H.M. DOOR,SINGLE FRAME, PAINT, HARDWARE 6 EA 1150.00 6,900 H.M. DOOR,DOUBLE FRAME, PAINT, HARDWARE. 5 PR 1850.00 9,250 PANIC HARDWARE 10 EA 550.00 5,500 OVERHEAD DOORS 6 EA 4500.00 27,000 ISUBTOTAL 4.13 I I I I 48,650 2/1/00 4:20 PM 99-150BCR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 5 of 9 -- SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-C LOC^T~O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUE,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR ESCR~PTIO DOUBLE ENGINE COMPANY STATION W/MEDICAL UNIT DATE: 02/01100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 43,800 BASEMENT: NONE BUILDING GSF: 11,494 TYPE CONSTRUCTION: TYPE 3' HR. RTG.: I HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 4.21 ROOF, INSULATION & S.M. CURVED ROOF STANDING SEAM, S.M. 11,411 SF 6.50 74,172 BUILT UP ROOF AT EQUIPMENT WELL 1,995 SF 2.75 5,486 ROOF INSULATION- R-30 BATT 13,405 SF 0.95 12,736 ISUBTOTAL 4.21 I I I I 92,393 4.31MISC. IRON, S.M., SOUND INSULATION MISC. IRON, S.M., SOUND INSULATION 11,494 SF 0.25 2,874 ISUBTOTAL 4.31 I I I I 2,874 4.32 SKYLIGHTS 4X8 SKYLIGHTS- ONE PER BAY 3 EA 1100.00 3,300 ISUBTOTAL 4.32 I I I I 3,300 4.36 PAINTING MISC PAINTING- MECH & ELEC 11,494 SF 0.25 2,874 ISUBTOTAL 4.36 I I I I 2,874 5.11WALLS, INTERIOR WOOD STUD. GYP TWO SIDES, PAINT, BASE 6,200 SF 7.65 47,430 ISUBTOTAL 5.11 I I I I 47,430 5.12 DOORS-INTERIOR SC.SINGLE DOOR,H.M. FRAME, PAINT, HRDWRE 26 EA 1050.00 27,300 S.C.DOUBLE DOOR,H.M. FRAME, PAINT, HRDWRE 5 PR 1750.00 8,750 ISUBTOTAL 5.12 I I I I 36,050 2/1/00 4:20 PM 99-150BCR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 6 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-C · OC^T~O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CL'E,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR ESCRIPTIO DOUBLE ENGINE COMPANY STATION WI MEDICAL UNIT DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 43,800 BASEMENT: NONE BUILDING GSF: 11,494 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES iTEM # DESCRIPTION QUANTITY UNIT COST TOTAL 5.21 CEILING FINISHES, PATCH & ACOUSTIC A.C.TILE -SUSPENDED GRID 6,043 SF 2.75 16,618 GPYBOARD, PAINT- SUSPENDED GRID 5,451 SF 3.75 20,441 ISUBTOTAL 5.21 I I I I 37,060 5.22 FLOOR FINISHES, CARPET & RESILIENT CARPET 1,888 SF 3.00 5,664 RUBBER TILES IN RECESSED FLOOR 734 SF 11.50 8,441 DECK STAIN CONCRETE 4,211 SF 2.00 8,422 'SEALED CONCRETE-APPARATUS ROOM 4,050 SF 0.50 2,025 ISUBTOTAL 5.22 I I I I 24,552 5.31TILE FLOOR TILE IN BATHROOMS 611 SF 11.00 6,721 WALL TILE IN BATHROOMS 1,420 SF 12.50 17,750 ISUBTOTAL 5.31 I I I I 24,471 5.32OTHER SPECIAL FINISHES, BASE STAINLESS STEEL SPLASH @ EMS 60 SF 75.00 4,500 FRP WAINSCOT @ FLOOR SINK 28 SE 4.50 126 ISUBTOTAL 5.32 I I I I 4,628 5.40INTERIORS 1" LEVELOUR BLINDS AT ALL GLAZING 360 SF 3.50 1,260 ISUBTOTAL 5.40 I I I I 1,260 5.41 CABINETS AND TOPS, FURNITURE CABINETS AND TOPS, FURNITURE 1, LS 35000.00 35,000 INCLUDING S.S. KITCHEN AREA ISUBTOTAL 5.41 I I I I 35,ooo 2/1/00 4:20 PM 99-150BCR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 7 of 9 "- SAYLOR CONSULTING GROUP .ROJ~CT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-C LOC^T~O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CLIENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR ESCRIPT~O DOUBLE ENGINE COMPANY STATION W! MEDICAL UNIT DATE: 02101/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 43,800 BASEMENT: NONE BUILDING GSF: 11,494 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES itEM # DESCRIPTION QUANTITY UNIT COST TOTAL 6.10 GENERAL BUILDING SPECIALTIES GENERAL BUILDING SPECIALTIES 11,494 SF 0.50 5,747 SLEEP ROOM LOCKERS- FULL HEIGHT 36 EA 225.00 8,100 TURN OUT LOCKERS 23 EA 225.00 5,175 ISUBTOTAL 6.10 I I I I 10,022 7.00 EQUIPMENT KITCHEN EQUIPMENT 1 LS 25000.00 25,000 ISUBTOTAL 7.00 I I I I 25,0O0 8.00 SPECIAL CONSTRUCTION NONE ON THIS PROJECT . ISUBTOTAL 8.00 I I I I NONE 9.00 CONVEYING NONE ON THIS PROJECT - ISUBTOTAL 9.00 I I I I NONE 10.11 PLUMBING EQUIPMENT, - TOILET 6 EA 485.00 2,910 LAVATORY 6 EA 450.00 2,700 FLOOR SINK 1 EA 625.00 625 STAINLESS STEEL SINKS 4 EA 550.00 2,200 SHOWER ENCLOSURE 5 EA 1850.00 9,250 ROUGH- IN FOR FIXTURES 22 EA 1600.00 35,200 FLOOR DRAINS 5 EA 165.00 825 ROUGH -IN FOR FLOOR DRAIN 5 EA 450.00 2,250 FLOOR TRENCH IN APPARATUS ROOM 200 LF 35.00 7,000 ISUBTOTAL 10.11 I I I I 62,s6o 2/1/00 4:20 PM 99-150BCR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 8 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-C LOC^T~O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER C,~E,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR ESCRI,~O DOUBLE ENGINE COMPANY STATION WI MEDICAL UNIT DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 43,800 BASEMENT: NONE BUILDING GSF: 11,494 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: I HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 10.15 HVAC HVAC, FANS, HEATERS FOR BUILDING 7,444 SF 11.50 85,606 RADIANT HEATERS FOR APPARATUS BAY 4,050 SF 6.00 24,300 TAIL PiPE EXHAUST SYSTEM- APPRATUS RM 1 LS 10000.00 10,000 ISUBTOTAL 10.15 I I I I 119,908 10.17 FIRE PROTECTION FIRE SPRINKLER SYSTEM-INCLUDING RISERS 11,494 SF 2.35 27,011 JSUBTOTAL 10.17 I I I I 27,011 11.00 ELECTRICAL, GENERAL ELECTRICAL, GENERAL 11,494 SF 9.00 103,446 ISUBTOTAL 11.00 I I I I 103,448 11.02ELECTRICAL SPECIAL SYSTEMS F.A. P.A. TEL/DATA, CLOCK, AUTO DOOR SYS. 11,494 SF 2.55 29,310 ISUBTOTAL 11.02 I I I I 29,310 2/1/00 4:20 PM 99-150BCR-1 FIRE STATION DOUBLE ENGINE 2-1-00 page 9 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-D LOC^T~O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUEUT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRIPTION DOUBLE ENGINE COMPANY'STATION WlB.C.SUITE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 41,800 BASEMENT: NONE BUILDING GSF: 11,406 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # ' DESCRIPTION QUANTITY UNIT ~! COST TOTAL 1.10 DEMOLITION 0.92 10,450 1.11 ASBESTOS ABATEMENT NONE 1.25 SITE, SERVICE, GENERAL & PAVING 18.79 214,323 1.26 SITE UTILITIES 8.63 98,397 1.27 GENERAL SITE 7.47 85,196 1.28 OFF SITE NONE 1.29 SITE MISCELLANEOUS 1.46 16,680 2.12 FOUNDATIONS,130 OFF-SITE SPECIAL' NONE 2.13 FOUNDATIONS 3.50 39,921 2.17 SLAB ON GRADE, FILL SLAB, LEVEL 6.02! 68,628 3.01 STRUCTURE, VERTICAL 3.00 34,218 3.02 STRUCTURE, HORIZONTAL 3.50 39,921 3.03 FIREPROOFING NONE 3.06 SHEARWALLS 0.75 8,555 4.11 EXT. WALLS/PARAPETS, INSUL. EXT. WALL 19.99 227,954 4.12 FENESTRATION 1.02 1t,690 4.13 DOORS - EXTERIOR 3.08 35,t50 4.21 ROOF, INSULATION & S.M. 8.04 91,656 4.31 MISC. IRON, S.M., SOUND INSULATION 0.25 2,852 4.32 SKYLIGHTS 0.29 3,300 4.36 PAINTING .- 0.25 2,852 5.11 WALLS, INTERIOR 4.16 47,430 5.12 DOORS - INTERIOR 3.13 35,700 5.21 CEILING FINISHES, PATCH & ACOUST. IC 3.23 36,818 5.22 FLOOR FINISHES, CARPET & RESILIENT 2.21 25,263 5.31 TILE 2.15 24,47t 5.32 OTHER spEcIAL FINISHES, BASE 0.41 4,626 5.40 INTERIORS 0.10 1,190 5.41 CABINETS AND TOPS, FURNITURE 3.07 35,000 6.10 GENERAL BUILDING SPECIALTIES 1.43 16,278 7.00 EQUIPMENT 2.19 25,000 8.00 SPECIAL CONSTRUCTION NONE 9.00 CONVEYING NONE 10.11 PLUMBING 4.85 55,375 10.15 HVAC 10.42 118,894 10.17 FIRE PROTECTION 2.35 26,804 11.00 ELECTRICAL, GENERAL 9.00 102,654 11.02 ELECTRICAL SPECIAL SYSTEMS 2.55 29,085 IsUBTOTAL I I$/sF I 138'201 1,576,330 PRORATES 45%. 709,349 ITOTAL CONSTRUCTION COSTS I I $/SE I 200'391 2,285,679 2/1/00 4:40 PM 99-150BDR-1 FIRE STATION DOUBLE ENGINE page 1 of 9 SAYLOR CONSULTING GROUP PROJECT "ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-D LOCATIO" ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUEUT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCR~PT~O, DOUBLE ENGINE COMPANY STATION WIB.C.SUITE DATE: 02/01/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 41,800 BASEMENT: NONE BUILDING GSF: 11,406 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL i COMMENTS: . GENERAL CONDITIONS 10% DESIGN / ESTIMATING CONTINGENCY 10% ESCALATI O N 3% MARKET CONDITIONS 10% OVERHEAD AND PROFIT 10% BONDS 2% ITOTAL 45% ALTERNATE FOR WOOD FRAME IN LIEU OF CMU BLOCK DEDUCT CMU BLOCK WALLS CMU,SPLIT FACE, FURRED,INS. PAINT, BASE 11 FT SF 17.00 - CMU,METAL SIDING, FURRED, INS. PAINT, BASE SF 16.50 - CMU,SPLIT FACE, FURRED,INS. PAINT, BASE 18 FT -4,720 SF 17.50 (82,600) STUCCO, W.M.,BP, WS.. INS. PAINT, BASE 11 FT SF 12.50 - STUCCO, W.M.,BP, WS.. INS. PAINT, BASE 18 FT 4,720 SF 14.50 68,440 SUBTOTAL ALTERNATE #1 (14,160)! PRORATES @ 45% (6,372) TOTAL ALTERNATE #1 (20,532) 2/1/00 4:40 PM 99-150BDR-1 FIRE STATION DOUBLE ENGINE page 2 of 9 SAYLOR CONSULTING GROUP PROJECT "ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-D LOC^T,ON ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUE,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DFSCRIPT~ON DOUBLE ENGINE COMPANY STATION WIB.C.SUITE DATE: 02/01100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 41,800 BASEMENT: NONE BUILDING GSF: 11,406 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: t HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 1.10 iDEMOLITION SITE DEMOLITION 41,800 SF 0.25 10,450 ISUBTOTAL 1.10 I I I I 10,4S0 1.11 ASBESTOS ABATEMENT NONE PLANNED ISUBTOTAL 1.11 I I I I NONE 1.25 SITE, SERVICE, GENERAL & PAVING EXCAVATION - BUILDING PAD 1,280 CY 10.00 12,800 ENGINEERED FILL BUILDING PAD 1,408 CY 23.00 32,384 HAUL OFF SPOILS 1,280 CY 30.00 38,400 DRIVE WAY AND APRON AT FIREHOUSE-10"W/RB 13,040 SF 8.50 110,840 SITE PARKING - ASPHALT 2,755 SF 2.50 6,888 FUEL STATION PAD , GENERATOR PAD, AND 140 SF 4.50 630 TRANSFORMER PAD & FILLER CONCRETE AT PAD AREAS & DUMPSTER 322 SF 3.50 t,127 PATIO, COURTYARD AND SIDEWALKS- 4" SLAB 2,532 SF 3.50 8,862 ROLLED CURB AT APPARATUS WASH BAY 105 LF 8.50 893 CONTOUR PAVING AT SITE ENTRY & EXIT 2 EA 750.00 1,500 ISUBTOTAL 1.25 I I I I 214,323 1.26SITE UTILITIES SITE ELECTRICAL- SERVICE, GENERATOR FEEDER 11,406 SF 2.55 29,085 SITE MECHANICAL- SERVICES, SEWER,DRAINAGE . 11,406 SF 2.00 22,812 ABOVE GROUND FUEL STATION I EA 20000.00 20,000 EMERGENCY GENERATOR- 60 KW t EA . 26500.00 26,500 IsuBTOTAL 1.26 I I I I 96,39? 1.21GENERAL SITE 6 ET CML BLOCK WALL 1,050 SF 12.00 12,600 6 FT CML BLOCK WALL FOUNDATION 175 LF 35.00 6,t25 CML ENTRY WALL 4 FT W/STUCCO FINISH 72 SF 14.50 1,044 4 FT CML BLOCK WALL FOUNDATION 18 LF 35.00 630 METAL LETTER IDENTIFICATION 1 LS 300.00 300 FLAGPOLE . I EA 1400.00 1,400 2/1/00 4:40 PM 99-150BDR-1 FIRE STATION DOUBLE ENGINE page 3 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-D cOCATIO, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER C,~ENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRiPTiON DOUBLE ENGINE COMPANY STATION W/B.C.SUlTE DATE: 02/01100 SCHEMATIC ESTIMATE - ABBREVIATED FORM INO. BLDGS: ONE SITE AREA: 41,800 BASEMENT: NONE BUILDING GSF: 11,406 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL CMU SPLIT FACE COURT YARD WALL 6 FT 216 SF 16.00 3,456 6 FT CMU BLOCK WALL FOUNDATION 36 LF 35.00 1,260 WROUGHT IRON GATE @ COURTYARD I EA 500.00 500 6 FT CYCLONE FENCE / @ PERIMETER 609 LF 22.00 13,398 LANDSCAPING AND IRRIGATION 11,406 SF 3.90 44,483 ISUBTOTAL 1.27 I I I I 85,196 1.28 OFF SITE NONE ISUBTOTAL 1.26 I I I I NONE 1.29 SITE MISCELLANEOUS SITE FURNISHINGS 41,800 SF 0.10 4,180 ON SITE APP / UPS ROOMS 1! LS .12500.00 12,500 ISUBTOTAL 1.29 I I I I 16,680 2.12 FOUNDATIONS,130 OFF-SITE SPECIAL NONE - ISUBTOTAL 2.12 I I I I NONE 2.13FOUNDATIONS PERIMETER FOUNDATIONS & SPREAD FOOTINGS 11,406! SF 3.50 39,92t IsUBTOTAL 2'13 I I I I 39,921 2.17SLAB ON GRADE, FILL SLAB, LEVEL SLAB ON GRADE BUILDING 7,356 SF 4.50 33,102 SLAB ON GRADE APPARATUS BAYS 4,050 SF 8.50 34,425 DEPRESSED SLAB FRAMING @ EXERCISE ROOM 734 SF 1.50 1,101 ISUBTOTAL 2.17 I I I I 68,628 3.01 STRUCTURE, VERTICAL TYPE 3 STRUCTURE 11,406 SF 3.00 34,218 ISUBTOTAL 3.0t I I I I 34,218 2/1/00 4:40 PM 99-150BDR-1 FIRE STATION DOUBLE ENGINE page 4 of 9 SAYLOR CONSULTING GROUP I. PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-D LOC^TION ALAMEDA COUNTY PREPARED BY: M.KRITSCHER C,~E,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCR~PTIO, DOUBLE ENGINE COMPANY STATION W/B.C.SUlTE DATE: 02101/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM iNO. BLDGS: ONE SITE AREA: 41,800 BASEMENT: NONE BUILDING GSF: 11,406 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 3.02 STRUCTURE, HORIZONTAL TYPE 3 STRUCTURE 11,406 SF 3.50 39,921 TRUSS - TAPERED BOW- APPARATUS ISUBTOTAL 3.02 I I I I 39,921 3.03i FIREPROOFING NONE ISUBTOTAL 3.03 I I I I NONE 3.06SHEARWALLS SHEARWALLS 11,406 SF 0.75 8,555 ISUBTOTAL 3.06 I I I I 8,555 4.11 EXT. WALLS/PARAPETS, INSUL. EXT. WALL CMU,SPLIT FACE, FURRED,INS. PAINT, BASE 11 FT 5,324 SF 17.00 90,508 CMU,METAL SIDING, FURRED,INS. PAINT, BASE 3,324 SF 16.50 54,845 CMU,SPLIT FACE, FURRED,INS. PAINT, BASE 18 FT 4,720 SF 17.50 82,600 ISUBTOTAL 4.11 I I I I 227,954 4.12FENESTRATION AL FRAME, DUAL GLAZED NON OPERABLE 340 SF 32.50 11,050 SLIDING GLASS DOOR @ RECEPTION 16 SF 40.00 540 ISUBTOTAL 4.12 I I I I 11,690 4.13 DOORS - EXTERIOR H.M. DOOR,SINGLE FRAME, PAINT, HARDWARE 4 EA 1150.00 4,600 H.M. DOOR,DOUBLE FRAME, PAINT, HARDWARE 5 PR 1850.00 9,250 PANIC HARDWARE 6 EA 550.00 3,300 OVERHEAD DOORS 4 EA 4500.00 18,000 ISUBTOTAL 4.13 I I I I 35,150 2/1/00 4:40 PM 99-150BDR-1 FIRE STATION DOUBLE ENGINE page 5 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-D LOCATION ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUENT DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRIPTION DOUBLE ENGINE COMPANY STATION WlB.C.SUITE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM iNO. BLDGS: ONE SITE AREA: 41,800 BASEMENT: NONE BUILDING GSF: 11,406 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 4.21 ROOF, INSULATION & S.M. CURVED ROOF STANDING SEAM, S.M. 11,312 SF 6.50 73,528 BUILT UP ROOF AT EQUIPMENT WELL 1,995 SF 2.75 5,486 ROOF INSULATION - R-30 BATT 13,307 SF 0.95 12,642 ISUBTOTAL 4.21 I I I I 91,656 4.31 !MISC. IRON, S.M., SOUND INSULATION MISC. IRON, S.M., SOUND INSULATION 11,406 SF 0.25 2,852 ISUBTOTAL 4.31 I I I I 2,852 4.32SKYLIGHTS 4X8 SKYLIGHTS- ONE PER BAY 3 EA 1100.00 3,300 ISUBTOTAL 4.32 I I' I I 3,300 4.36PAINTING MISC PAINTING- MECH & ELEC 11,406 SF 0.25 2,852 ISUBTOTAL 4.36 I I I I 2,852 5.11 WALLS, INTERIOR WOOD STUD. GYP TWO SIDES, PAINT, BASE 6,200 SF 7.65 47,430 ISUBTOTAL 5.11 I I I I 47,43O 5.t2DOORS - INTERIOR S.C.SINGLE DOOR, H.M. FRAME, PAINT, HRDWRE 24 EA 1050.00 25,200 S.C.DOUBLE DOOR,H.M. FRAME, PAINT, HRDWRE 6 PR 1750.00 10,500 ISUBTOTAL 5.12 I I I I 35,70O 2/1/00 4:40 PM 99-150BDR-1 FIRE STATION DOUBLE ENGINE page 6 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-D! LOCATION ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CUENT. DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRIPTION DOUBLE ENGINE COMPANY STATION WlB.C.SUlTE DATE: 02101/00 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 41,800 BASEMENT: NONE BUILDING GSF: 11,406 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 5.21 CEILING FINISHES, PATCH & ACOUSTIC A.C.TILE -SUSPENDED GRID 5,955 SF 2.75 16,376 GPYBOARD, PAINT - SUSPENDED GRID 5,451 SF 3.75 20,441 IsUBTOTAL 5'21 I I I I 36,818 5.22 FLOOR FINISHES, CARPET & RESILIENT CARPET 1,565 SF 3.00 4,695 RUBBER TILES IN RECESSED FLOOR 734 SF 11.50 8,441 DECK STAIN CONCRETE 5,051 SF 2.00 10,102 SEALED CONCRETE- APPARATUS ROOM 4,050 SF 0.50 2,025 ISUBTOTAL 5.22 I I I I 25,263 5.31 TILE FLOOR TILE IN BATHROOMS 611 SF 11.00 6,721 WALL TILE IN BATHROOMS 1,420 SF 12.50 17,750 ISUBTOTAL 5.31 I I I I 24,471 5.32 OTHER SPECIAL FINISHES, .BASE STAINLESS STEEL SPLASH @ EMS 60 SF' 75.00 4,500 FRP WAINSCOT @ FLOOR SINK 28 SF 4.50 126 ISUBTOTAL 5.32 I I I I 4,626 5.40 INTERIORS 1" LEVELOUR BLINDS AT ALL GLAZING 340 SF 3.50 1,190 ISUBTOTAL 5.40 I I I I 1,190 5.41CABINETS AND TOPS, FURNITURE CABINETS AND TOPS, FURNITURE 1 LS 35000.00 35,000 INCLUDING S.S, KITCHEN AREA - ISUBTOTAL 5.4t I I I I 35,000 2/1/00 4:40 PM 99-150BDR-1 FIRE STATION DOUBLE ENGINE page 7 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-D LOC^T,O, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CuE,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCR,PTIO, DOUBLE ENGINE COMPANY STATION WIB.C.SUITE DATE: 02/01100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 41,800 BASEMENT: NONE BUILDING GSF: 11,406 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: 1 HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 6.10 GENERAL BUILDING SPECIALTIES GENERAL BUILDING SPECIALTIES 11,406 SF 0.50 5,703 SLEEP ROOM LOCKERS- FULL HEIGHT 24 EA 225.00 5,400 TURN OUT LOCKERS 23 EA 225.00 5,175 ISUBTOTAL 6.10 I I I I 16,278 7.00 EQUIPMENT KITCHEN EQUIPMENT 1 LS 25000.00 25,000 ISUBTOTAL 7:00 I I I I 25,0O0 8.00SPECIAL CONSTRUCTION NONE ON THIS PROJECT - ISUBTOTAL 8.00 I I I I NONE 9.00 CONVEYING NONE ON THIS PROJECT ISUBTOTAL 9.00 I I I I NONE .~o.ll PLUMB~.G EQUIPMENT, TOILET 5 EA 485.00 2,425 LAVATORY 5 EA 450.00 2,250 FLOOR SINK 1 EA 625.00 625 STAINLESS STEEL SINKS 4 EA 550.00 2,200 SHOWER ENCLOSURE 4 EA 1850.00 7,400 ROUGH- IN FOR FIXTURES 19 EA 1600.00 30,400 FLOOR DRAINS 5 EA 165.00 825 .ROUGH -IN FOR FLOOR DRAIN 5 EA 450.00 2,250 FLOOR TRENCH IN APPARATUS ROOM 200 LF 35.00 7,000 ISUBTOTA. L 10.11 I I I I 55,375 2/1/00 4:40 PM 99-150BDR-1 FIRE STATION DOUBLE ENGINE page 8 of 9 SAYLOR CONSULTING GROUP PROJECT ALAMEDA COUNTY FIRE STATION PROTOTYPE STUDY SCG JOB NO.: 99-150B-D LOC^TIO, ALAMEDA COUNTY PREPARED BY: M.KRITSCHER CuE,T DON DOMMER & ASSOC. CHECKED BY: L.SAYLOR DESCRIPT~O, DOUBLE ENGINE COMPANY STATION W/B.C.SUiTE DATE: 02101100 SCHEMATIC ESTIMATE - ABBREVIATED FORM NO. BLDGS: ONE SITE AREA: 41,800 BASEMENT: NONE BUILDING GSF: 11,406 TYPE CONSTRUCTION: TYPE 3 HR. RTG.: I HR SPECIAL FDN: NONE SPRINKLERED: YES ITEM # DESCRIPTION QUANTITY UNIT COST TOTAL 10.15 HVAC HVAC, FANS, HEATERS FOR BUILDING 7,356 SF 11.50 84,594 RADIANT HEATERS FOR APPARATUS BAY 4,050 SF 6.00 24,300 TAIL PIPE EXHAUST SYSTEM-APPRATUS RM 1 LS 10000.00 10,000 ISUBTOTAL 10.1S I I I I 118,894 10.17 FIRE PROTECTION FIRE SPRINKLER SYSTEM-INCLUDING RISERS 11,406 SF 2.35 28,804 ISUBTOTAL 10.17 I I I I 2s,804 11.00 ELECTRICAL, GENERAL ELECTRICAL, GENERAL 11,406 SF 9.00 102,654 ISUBTOTAL 11.00 I I I I 102,654 11.02 ELECTRICAL SPECIAL SYSTEMS F.A. P.A. TEL/DATA, CLOCK , AUTO DOOR SYS. 11,406 SF 2.55 29,085 ISUBTOTAL 11.02 I I I I 29,08S 2/1/00 4:40 PM 99-150BDR-1 FIRE STATION DOUBLE ENGINE page 9 of 9