equine veterinary teaching hospital program plan
TRANSCRIPT
Equine Veterinary Teaching Hospital Program Plan
September 2015
Table of contents
1. Executive summary ………………………………………………………………………………………..3 2. Justification…………………………………………………………………………………………………….3
2.1 History, Role and Mission 2.2 Program Needs and Trends/Future Opportunities 2.3 Benefits of Project 2.4 Relation to Academic or Institutional Strategic Plans 2.5 Relation to Other Programs or Agencies 2.6 Existing Programmatic/Operational Deficiencies 2.7 Current enrollment 2.8 Physical Condition/Functionality of Space 2.9 Total new space requirements and Equipment List 2.10 Alternative analysis
3. Design criteria…………………………………………………………………………………………....7 3.1 Architectural Narrative 3.2 Structural Narrative 3.3 Mechanical Narrative 3.4 Plumbing Narrative 3.5 Electrical Narrative 3.6 Telecom/Security/Fire Alarm Narrative 3.7 Utilities Narrative 3.8 Site Narrative 3.9 Site Improvements Narrative 3.10 Pedestrian, Bike and Vehicular Access 3.11 Parking Requirements 3.12 LEED Goal 3.13 Flood Mitigation Analysis 3.14 CSU Standards 3.15 Code Analysis Narrative
4 Project Schedule, cost estimates, financing…………………………………………………………27
4.1 Project schedule and phasing 4.2 Financing 4.3 Cost estimate with description of methodology employed
Appendices
a. Site map and utilities b. Floor plans and elevations c. Conceptual Rendering d. Space Program e. Code analysis f. Budget and 3rd party cost estimate g. LEED scoresheet
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1. Executive Summary This project proposes a new Equine Veterinary Teaching Hospital (EVTH) to be built on the Veterinary Medical Center campus. The new building will tie into the existing Gail Holmes Orthopaedic Research Center and will provide state-of-the-art equine facilities for Sports Medicine, Rehabilitation, Surgery, Imaging, Critical Care, Internal Medicine and Isolation. The project will replace the aging Equine Hospital facilities at the James L. Voss Veterinary Teaching Hospital, allowing for continued remodel and expansion of small animal services at that facility. The building is primarily single story with a small second floor to accommodate offices and conference areas. The total gsf will be from 123,249 gsf to 180,286 gsf, with an estimated total cost ranging from $45.1M to $65.4M, depending on fundraising. The cost estimate includes replacement of facilities that need to be deconstructed for this project. Funding will come from several sources including donations and State of Colorado COPs.
Justification 2.1 History, Role and Mission
The mission of the College of Veterinary Medicine and Biomedical Sciences is “to improve the health of animals, people and the planet through innovative and dedicated teaching, research, outreach and clinical service.” The James L. Voss Veterinary Teaching Hospital opened in 1979 as one of the most advanced veterinary care facilities in the world. Regular upgrades, remodeling and equipment advancements have been made and integrated into the original structure, however its effectiveness as a location for delivering advanced equine care and optimum client service is failing. As a Land Grant institution, one goal of the EVTH is to provide caseload for didactic and experiential teaching of veterinary students. In order to do this, the EVTH must maintain its client base by offering exceptional client service and efficiency. Maintaining a strong clinical hospital service at CSU will ensure that delivery of practical medical experience can continue at teaching standards that are unmatched.
2.2 Program Needs and Trends/Future Opportunities
The goal of this project is to create a physical and operational EVTH plan that will sustain teaching and innovation in the future. As one of the nation’s leading colleges of veterinary medicine we serve our clients, our students and the greater community. Our region boasts a vibrant equine community and the equine hospital veterinarians provide education for horse owners and continuing education to veterinarians all over the country. The Gail Holmes Orthopaedic Research Center is known world-wide for research focused on diagnosis, treatment and prevention of musculoskeletal diseases in horses. Some of this work has expanded into human athletes, and procedures developed here have served many of the world’s top equine athletes.
Equine treatment has evolved to a level comparable to what is available for human treatment. Emergency and Critical Care is available 24/7 to treat problems from colic to lacerations and joint infections in horses of any age. Internal medicine experts offer expertise to evaluate and treat medical problems from neurologic concerns to infectious and contagious disease to problems associated with aging. Lameness and surgery specialists provide expertise in all aspects of the diagnosis and treatment of lameness/performance problems. In-house farrier services are available for corrective shoeing support. Specialty consultations in cardiology, dermatology, dentistry and ophthalmology are available as well as advanced imaging capability
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such as: ultrasound, nuclear scintigraphy, CT scanning, Equine-dedicated MRI, digital and computer enhanced radiography.
Program needs unique to the planned EVTH:
1. Teaching
As a Land Grant Institution, CSU provides state of the art didactic and experiential teaching. For veterinary medicine, the EVTH will provide both teaching environments.
a. Didactic Teaching
Integration of didactic teaching within an environment that provides experiential learning is needed and is currently provided on a daily basis in the EVTH. A facility that seamlessly provides both is needed.
b. Laboratory Teaching
Hands-on, practical experience is necessary to teach students basic clinical skills. The EVTH is meant to provide that in a way that optimizes the learning environment without disrupting clinical service. The new hospital will allow more space for teaching basic skill labs. These opportunities allow students to sharpen their skills in preparation for their upcoming career. These hands-on labs will allow CSU veterinary students to be more marketable to the equine veterinary industry.
c. Clinical Teaching
The EVTH is a fully functional clinical teaching laboratory for Professional Veterinary Medicine (PVM) students. It introduces students to the clinical environment and allows for multiple experiences under various clinicians in order to develop solid clinical and decision-making skills.
d. Continuing Education
The ability to provide state-of-the-art continuing education to veterinarians and horse owners throughout the State of Colorado, the western United States and the world in general. Development of smart classroom or conference room and the plan to integrate distance learning programs. These would include seminars, webinars, equine health updates, case topics, research updates, etc. This updated and advanced CE program will provide a venue for the equine community to meet new faculty and residents as well as gain new information on equine health issues.
e. Client Education The new hospital would offer a venue for client continuing education. Currently, we are holding both lectures as well as practical labs for horse owners. This hospital will serve as a central location that we can utilize for these horse owner continuing education
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opportunities. Additionally, having clients visit our new hospital would allow for increased referral case and development opportunities within the equine section.
2. Regional center for advanced diagnostics a. One of the largest concentrations of specialists in the world that not only deliver teaching
and service, but also specialist training and intensive investigation into health problems that affect the equine industry. This includes people who are board-certified in surgery, internal medicine, reproduction, sports medicine and rehabilitation, diagnostic imaging, dentistry, cardiology, ophthalmology and dermatology.
b. Advance diagnostic modalities that are unique to the area and heavily relied upon by veterinarians in the region. These include Magnetic Resonance Imaging (MRI), Computed Tomography (CT), Digital Radiography, Digital Ultrasonography, Gastroscopy, Dynamic Endoscopy, Echocardiography, Electromyography, sinoscopy, etc.
c. Capabilities for high turn around laboratory diagnostics in collaboration with the Diagnostic Medical Center.
3. Regional and Global Expertise a. Largest Equine Orthopedic laboratory in the world investigating musculoskeletal problems
that affect horses and providing translational information to human medicine. This provides basic science and practical clinical application of results. The Equine Orthopaedic Research Center at CSU has for decades been a cornerstone of teaching, specialist training and research in the equine industry.
b. Development of industry standards for biosecurity measures commonly used across the world. The unique collaboration of equine internal medicine experts and epidemiologists has led to this initiative.
c. Comprehensive equine dental care with one of the few board certified equine dental specialists in the world.
d. The only progressive rehabilitation program in the world that provides clinical service, research and training for board certification.
e. One of the leading programs to develop and provide chiropractic care to horses.
4. Advanced Therapies a. Surgery
i. High-level arthroscopic diagnosis and treatment ii. Sophisticated cartilage repair capabilities (CO2 gas arthroscopy, cartilage pinning,
and combined fibrin and cell therapies) iii. Locking plate system for fracture repair iv. CT and three-dimensional image associated fracture repair (using an intra-op CT) v. State of the art fluoroscopic assisted orthopedic surgery (for fracture repair)
vi. Pool-assisted recovery by board certified anesthesiologists and surgeons for complicated fracture repairs
vii. On site biologic therapies (IRAP, PRP, PRP/gel, stem cell harvest, culture and administration)
viii. Sling recovery, maintenance, and induction for complicated fracture repair ix. Laparoscopic Surgical Procedures: Ovariectomies including large granulosa cell
tumors, Cryptorchid Castration, Diagnostics, Nephrosplenic Ablations using the laparoscope
b. State of the art equine rehabilitation center
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i. Underwater treadmill exercise (in ground and above ground units) ii. Linear pool
iii. Cold salt water spa iv. Eurociser v. Vibration Plate therapy
vi. Therapeutic ultrasound therapy vii. Laser therapy
viii. Solarium ix. Kinesio taping x. Proprioceptive exercises and training
xi. Core strengthening and stretching exercises xii. Cryotherapy
xiii. Thermotherapy xiv. Weighted surcingle exercise xv. Acupuncture
xvi. Therapeutic massage and range of motion xvii. Neuromuscular electrical stimulation and neuromuscular re-education
xviii. Transcutaneous electrical nerve stimulation (TENS) application (pain modulation) xix. Extracorporeal shockwave therapy xx. Mesotherapy
xxi. Hyperbaric oxygen therapy c. Farrier shop
i. Interactive podiatry center (or that would be my eventual hope, shoeing for all types of cases, particularly difficult to manage laminitis cases) - development of a junior elective on equine podiatry etc.
d. Internal Medicine i. Isolation facility unique and critical to the Rocky Mountain Region.
ii. Advanced monitoring equipment for neonates and cardiac patients. - iii. Brachytherapy for radiation therapy of skin tumors that is the only unit in the Rocky
Mountain region. e. Dentistry
i. State of the art intraoral and surgical extraction techniques ii. Ability to perform restorations and endodontics on damaged equine teeth
iii. Orthodontic manipulations to correct malocclusions iv. Minimally invasive or surgical maxillofacial fracture repair v. Equipped to perform advanced dental care on all horses including miniature horses
and ponies vi. Standing sedation with regional nerve blocks for most sinus and dental procedures
(majority no general anesthesia necessary)
5. Practical research and clinical application a. Conduit for safety and efficacy assessment of new diagnostics and treatments b. Capabilities for advanced research – ability to attract more companies to fund this when
there are good facilities
2.3 Benefits of the project
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Designing a new Equine Veterinary Teaching Hospital creates an opportunity to re-imagine the teaching hospital experience. The solution focuses on high visibility of the horses, connecting clients, students, faculty and donors with the horse. This is not only for the safety of the patients but also a key teaching component. The horses are organized into separate stall wings to maintain a high level of bio-security control, that are connected to core hospital functions by a central circulation spine. The offices, rounds rooms and monitoring stations are located along this spine to increase collaboration between departments, maximizing visibility and allowing nurses and surgeons to quickly respond to emergencies. High ceilings allow plenty of room for dedicated mechanical systems in each wing and the ability to bring in natural light to all spaces. The high ceilings make it easier to service neurological patients, and to hoist horses in and out of stalls. New facilities for rehabilitation and sports medicine will improve delivery of these highly sought after services. 2.4 Relation to Academic or Institutional Strategic Plans
The proposed project is in alignment with many specific goals of The University Strategic Plan as follows:
Strategic Planning Area 1: Teaching and Learning
Objective: Within a dynamic intellectual environment, CSU will provide a high-quality education to undergraduate and graduate students that involves innovative curricular and extracurricular offerings, promotes retention and graduation, and prepares them for lifelong learning and achievement in a complex, global and technologically sophisticated world.
Goal 12: Ensure High-Quality Graduate Programs
The institution will ensure high quality research, fine arts, and professional programs in areas of high demand that are consistent with the land-grant mission.
Strategic Planning Area 2: Research and Discovery
Objective: CSU will be an academic environment that encourages and promotes research excellence, innovation, and faculty achievement in research, scholarship and creative artistry that benefits society, advances our world, and expands the body of human knowledge.
Goal 14: Achieve Results in Research, Scholarship, and Creative Artistry Commensurate With or Above Our Current Peer Institutions
Contribute to the development of new and useful knowledge and advance artistry– in keeping with our mission – while improving our ranking among our peer institutions.
From the CVMBS Strategic Plan 2015
• Enhance educational opportunities and career services for all students • Lead initiatives to solve major health issues confronting animals, people and the environment • Increase and improve teaching, research and services facilities
2.5 Relation to Other Programs or Agencies
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Research at the Orthopaedic Research Center is funded by NASA, NIH, NSF and industrial sponsors. CSU’s Orthopaedic Bioengineering Laboratory (Department of Mechanical Engineering) became a part of the Center in 2013. Other associated equine programs at CSU include the Equine Reproduction Laboratory and the Equine Sciences undergraduate program.
2.6 Existing Programmatic / Operational Deficiencies
The existing EVTH faces the following challenges:
• Decaying structure that requires significant remodeling and updates for excellent biosecurity paradigm.
• A floor plan that in today’s organizational modeling provides poor workflow, leading to operational inefficiencies.
• Current and planned expansion for the VTH that will further encroach on EVTH space. Expansion of the small animal portion of the VTH is leading to contracting space for equine practice. This includes large vehicle access, safe animal access and movement, safe human traffic flow, safe animal examination (lameness examination space – arena of varying surface in an environmentally-controlled center for year-round work).
• Expansion of the Diagnostic Medical Center, leading to contraction of safe and functional space for equine medical care. The service and delivery access for the DMC occurs through the key area for equine examinations, creating an unsafe work environment for faculty, staff and students, and a poor clinical examination area.
• Need for major remodeling in the EVTH to bring standards of patient care, delivery of teaching and minimum client expectations (as set by other EVTH facilities and private practices across the world) up to acceptable levels.
2.7 Current Enrollment
Enrollment in the Professional Veterinary Medicine program for Fall of 2014 was 533 students. This enrollment is capped at approximately 134 students per year. PVM students can choose the Equine Medicine and Surgery track in their third year.
2.8 Physical Condition/functionality of Existing Space
The current EVTH is located in the James L. Voss Veterinary Teaching Hospital built in 1979. The existing facility is poorly laid out for efficient workflow and to address biosecurity concerns. Space for the service is being squeezed by renovations and expansions in the small animal hospital services.
2.9 Total New space requirements
Please see the space program in the appendix. 2.10 Alternative analysis Alternatives investigated included renovation of the existing Equine Hospital or relocation of the hospital to the Foothills Campus. Renovation of the existing Equine Hospital would need to include construction of a lameness diagnostic center, an enhanced critical care and internal medicine center, construction of an equine imaging center, and rebuilding an equine isolation center. It is more economical to build a new hospital with all the correct adjacencies than to renovate and expand the existing space. The Foothills
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Campus was not a viable option, as colocation with the existing Gail Holmes Orthopaedic Research Center is required. (That existing building is being incorporated into the design of the new EVTH, adding to the sustainability of the facility). Leasing space off-campus is not a feasible option, as there is no appropriate space available in the area.
2. Design Criteria
3.1 Project Description- Architectural narrative
The new 72,700 gsf Equine Veterinary Teaching Hospital (EVTH) includes a ground floor area of 62,600 gsf and a second floor area of 10,100 gsf. The proposed architecture of the new EVTH follows that of the expanded ORC facility, utilizing sandstone colored split-faced concrete block, timber framed structural elements, canopies, tan and green metal wall panels and green metal roof panels on visible sloped roofs. These materials are used throughout the exterior envelope of the new EVTH to unify the architecture of the existing ORC and new construction. Areas of flat roof over the offices, stall wings and treatment areas will be screened with masonry parapets. The main entry on the north side of the building features a large drive-through loading and unloading area for horse trailers with pedestrian entry vestibules flanking the drive through on the west and east. This prominent structure, as well as the daylighting towers over each stable area entry, feature exposed heavy timber structures with insulated translucent wall material to maximize natural daylighting within the facility. Insulated translucent wall panels and skylights are also utilized over each stall wing aisle and at the vertical walls of the central hospital aisle clerestory and indoor arena to further promote natural daylighting throughout the facility. Natural daylighting is a critical component in creating a healthy environment for the keeping of horses. Orthopedic, Elective Soft Tissue and Outpatient zone: this zone will have internal partition and stall walls constructed of integrally-colored smooth face CMU walls with epoxy coating to resist cleaning with caustic agents. All CMU walls are to be reinforced and core filled for kick resistance and durability. Stall fronts will be galvanized steel tube structure with full-view, welded wire mesh infill to facilitate good ventilation and staff observation. Stall doors shall be sliding type with overhead tracks and cannonball rollers. Stalls will feature removable feed bins and water buckets to be appropriately cleaned between patient turn-over. Stall and exam room floors will be seamless rubber with pathogen resistant additive. Aisle floors will be sealed concrete with a raked finish. Stocks and other horse containment equipment will be fabricated of galvanized steel and all millwork shall be stainless steel. Floor drains with sumps and strainer baskets to collect solids are required in the aisles and exam areas. One stall in the outpatient zone will be equipped with a hoist beam connected to the hospital hoist beam system allowing transfer of immobile horses from the stall to surgery. Clear height of this area shall be no less than 14’. Indoor Arena: The indoor arena will be a dual surface arena with 80’x70’ rough finish popcorn asphalt for lameness exams and the other 80’x70’ being sand over compacted clay base. The north wall of the indoor arena along the primary circulation corridor will feature windows at 4’ AFF, as well as windows from the second level classroom to the east, overlooking the arena to facilitate client and student viewing. The arena walls will be constructed of integrally-colored smooth face CMU walls with epoxy coating to resist cleaning.
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All CMU walls are to be reinforced and core filled for kick resistance and durability. Clear height of the arena shall be no less than 20’. Nuclear Scintigraphy: This zone will feature walls constructed of integrally-colored smooth face CMU walls with epoxy coating to resist cleaning with caustic agents. All CMU walls are to be reinforced and core filled for kick resistance and durability. Additionally, the envelope walls of this zone require radiation shielding. Stall fronts will be galvanized steel tube structure with full-view, welded wire mesh infill to facilitate good ventilation and staff observation. Stall doors shall be sliding type with overhead tracks and cannonball rollers. Stalls will feature removable feed bins and water buckets to be appropriately cleaned between patient turn-over. Stall and exam room floors will be seamless rubber with pathogen resistant additive. Aisle floors will be sealed concrete with a raked finish. Stocks and other horse containment equipment will be fabricated of galvanized steel and all millwork shall be stainless steel. Floor drains with sumps and strainer baskets to collect solids are required in the aisles and exam areas. Clear height of this zone shall be no less than 14’. Radiology: This zone will feature walls constructed of integrally-colored smooth face CMU walls with epoxy coating to resist cleaning with caustic agents. All CMU walls are to be reinforced and core filled for kick resistance and durability. Additionally, the envelope walls of this zone require radiation shielding. Stall and exam room floors will be seamless rubber with pathogen resistant additive. Aisle floors will be sealed concrete with a raked finish. Stocks and other horse containment equipment will be fabricated of galvanized steel and all millwork shall be stainless steel. Floor drains with sumps and strainer baskets to collect solids are required in the aisles and exam areas. Clear height of this zone shall be no less than 14’. Surgery: The surgery zone will feature walls constructed of integrally-colored smooth face CMU walls with epoxy coating to resist cleaning with caustic agents. All CMU walls are to be reinforced and core filled for kick resistance and durability. All floors in the surgery zone will be seamless rubber with pathogen resistant additive. Trench drains with sumps and strainer baskets to collect solids are required in the surgery prep, induction and recovery rooms. Floor drains with grinders are required in the surgery suites. The induction and recovery rooms will feature removable padding system on all walls and interior sides of doors. In addition, the induction rooms will include padded induction gates to confine the horses during the induction process. The surgery will be divided into two areas in order to handle different levels of cases. There will be a ‘clean’ side for cosmetic and limited invasion surgeries, and a ‘dirty’ side for invasive surgeries such as colic and other gut procedures. The surgery area includes a hoist beam network interconnecting all spaces and shall be equipped with two three electric hoists with a minimum 2,000 lb. load limit. Clear height of this zone shall be no less than 14’. Covered Loading/Unloading and Pre-Evaluation Areas: This primary client entry area will be a clear span steel structure measuring approximately 80’x80’. Minimum clearance in this area is 24’. Four 14’x14’ overhead doors with frosted insulated lites will allow for the drive through and unloading of client horse trailers. The exterior envelope of this structure will feature sandstone colored split-faced concrete block walls up to 20’ on the west and east ends and 6’ on the north side, with translucent insulated architectural wall panels above to the eaves and exposed heavy timber elements. The vehicle drive through area,
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approximately 80’x40’, will have a heavy broom finish concrete floor with trench drains. The remainder of this open area will have a seamless rubber flooring system with pathogen resistant additive. Breezeways and Covered Loading and Unloading zones will have sealed concrete floors with a raked finish, floor drains and coiling overhead doors with electric openers and a minimum vertical clearance of 14’. Offices, classrooms and staff support areas: These areas will feature typical steel stud painted drywall partitions, lay-in ceilings and ceramic tile flooring. The client waiting room, business office and client consulting room will feature commercial carpet tile flooring. The second level offices, classrooms will have steel stud drywall partitions, lay-in ceilings and commercial carpet tile flooring. Corridors and support spaces will have ceramic tile or VCT flooring. All bathrooms shall utilize ceramic floor and wall tiles, painted drywall ceilings, floor-mounted fixtures and HDPE toilet partitions. Pharmacy, Pharmacy Work Area and Pharmacy Storage: These areas with have steel stud partitions with FRP wall finish and ceiling to both clean and secure the rooms. Flooring will be concrete with an epoxy floor coating. Millwork in the pharmacy and work area will be stainless steel. Medicine and Critical Care: this zone will have internal partition and stall walls constructed of integrally-colored smooth face CMU walls with epoxy coating to resist cleaning with caustic agents. All CMU walls are to be reinforced and core filled for kick resistance and durability. Stall fronts will be galvanized steel tube structure with full-view, welded wire mesh infill to facilitate good ventilation and staff observation. Stall doors shall be sliding type with overhead tracks and cannonball rollers. Stalls will feature removable feed bins and water buckets to be appropriately cleaned between patient turn-over. Stall and exam room floors will be seamless rubber with pathogen resistant additive. Aisle floors will be sealed concrete with a raked finish. Stocks and other horse containment equipment will be fabricated of galvanized steel and all millwork shall be stainless steel. Floor drains with sumps and strainer baskets to collect solids are required in the aisles and exam areas. Five stalls in the outpatient zone will be equipped with hoist beams allowing transfer of immobile horses from the stall to the building exterior. Clear height of this area shall be no less than 14’. Isolation: The isolation wing will have a dedicated corridor for doctors and students, with high security glass windows, protected with welded wire mesh screens on the stall interior, for maximum viewing into the stalls. This corridor will have a concrete floor with floor drains for wash down. All walls in this wing will be constructed of integrally-colored smooth face CMU walls with epoxy coating to resist cleaning with caustic agents. All CMU walls are to be reinforced and core filled for kick resistance and durability. Ceilings throughout this wing will be clad in FRP panels with all joints sealed to secure the airspace from the adjoining stalls and rooms. Two isolation stalls will include hoist beams with 2,000lb. minimum load electric hoists. All stalls in this wing will include ceiling mounted hang points for IV therapy. The isolation stalls open to the outside, no horses will be allowed to access the interior corridor in order to prevent cross-contamination. Each stall will feature an ante room with foot bath leading from the central corridor to the stall. The ante room will also feature security glass windows, protected with welded wire mesh screens on the stall interior, for maximum viewing into the stalls. The ante rooms will be equipped with bucket sinks and stainless steel millwork for storage and sanitation of clothes, instruments and supplies, as well as racks
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for stall cleaning tools and other equipment. Each stall will also be equipped with a pass-through bin for the transfer of manure and solid waste to the building exterior. Ceiling height of this area shall be no less than 12’. Ambulatory Garage: The free-standing ambulatory garage includes vehicle and equipment storage space, offices and rounds room. The building is designed to utilize a pre-engineered metal building system (PEMB) with green standing seam metal roofing and sandstone colored texture-clad metal paneling on the exterior walls. The roof and walls shall be insulated with ridged foil backed insulating liner panels. Proposed flooring is concrete slab on grade with brushed finish and floor drains in the vehicle storage area, and smooth finish stained concrete in the offices and rounds room. Office and rounds room walls will be steel stud drywall partitions with FRP facing the vehicle storage area, and drywall ceilings. The ceiling and walls facing the storage area will be insulated. The PEMB will include three 12’x12’ insulated overhead doors for vehicle access. Hay/Bedding/Feed Storage: This dry storage building is designed to utilize a pre-engineered metal building system (PEMB) with green standing seam metal roofing and sandstone colored texture-clad metal paneling on the exterior walls. The roof shall be insulated with ridged foil backed insulating liner panels. The PEMB will include four 14’x14’ overhead coiling doors for delivery vehicle access. Proposed flooring is concrete slab on grade with brushed finish. Covered Round Pen and Arena: These structures are designed to utilize pre-engineered metal building systems (PEMB) with green standing seam metal roofing. The exposed steel structures will be field-painted a tan color to blend with the surrounding buildings and resist discoloration from blowing dirt and equestrian footing. The roof shall be insulated with ridged foil backed insulating liner panels. The 60’ inside diameter covered round pen is connected via an outdoor breezeway to the east end of the critical care wing. The 100’x200’ inside dimension covered arena is a free-standing building east of the covered round pen. These structures are open-sided with a 5’ tall painted steel pipe rail system with tongue and groove plastic wood infill to create a solid rail. The floors of these buildings will be comprised of an organic footing mix of approximately 60% washed angular sand and 40% loam over a compacted clay base. Existing Orthopedic Research Center Renovation and Expansion The existing Orthopedic Research Center opened in 2002 and contains 16,100sf in core office and research spaces, surgery suite and MRI room, and 36 total horse stalls divided into two wings with a service courtyard. The Rehabilitation and Sports Medicine programs will require renovation of the existing ORC, and an addition to increase the square footage to 46,000sf. The existing surgery suite will be converted to house the existing Ferno above ground submerged treadmill and associated water tank and filtering equipment. The existing MRI and storage rooms will be converted to a garage to house the Sports Medicine ambulatory vehicles (3). The service courtyard between the existing stall wings will be enclosed by continuing the existing stall wing roof forms utilizing standing seam metal roofing. Natural daylighting and ventilation will be facilitated through windows and louvers with control dampers in the roof clerestory. The purpose of enclosing the courtyard is to accommodate hydrotherapy and a new in-ground Hydrohorse submerged treadmill. Twelve (12) of the existing stalls will be converted to a variety functions to support hydrotherapy treatments. These include solariums, wash stalls, storage, and mechanical. As the gabled roof form continues north to accommodate Sports Medicine program, there will be a new entry and dormers created to break down the scale of the facility along the public way. The west façade
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entry and smaller elements will continue the timber framed canopy elements found on the existing ORC entry and incorporate translucent panels to bring in diffused natural light and also break down the scale of the long façade. The sports medicine wing will be connected to the new hospital wing via a covered connector enclosed with two coiling doors to allow drive through traffic between the buildings. The Sports Medicine treatment and exam areas will have a non-slip, seamless rubber flooring surface with antimicrobial additive. The stall wings and aisles will have concrete floors with a raked finish. Walls will be smooth face concrete masonry units, with epoxy paint that is cleanable and durable to wash down and sterilization with caustic cleaning agents. All millwork in the exam and treatment areas shall be stainless steel and horse stocks and containment equipment shall be galvanized steel. The existing ORC stalls will remain in place, with the exception of twelve stalls removed and replaced with new rooms as identified in the conceptual floor plans. Treatment areas include a new Gait Analysis lab, Orthopedic Hill, and a linear pool. Additionally there will be a Proprioceptive track with varying surfaces of sand, gravel, clay, turf, rubber brick pavers, mats, and wood chips mixed with sand. Inside of the track will be a 60’ diameter compartmentalized horse exerciser. See conceptual floor plans and building elevations in Appendices.
3.2 Structural narrative General The proposed CSU Equine Veterinary Teaching Hospital is primarily a one-story structure with the exception of a relatively small 2nd level for offices. The framing will, in general, be structural steel post and beam combined with load bearing masonry. There will also be some timber elements. Elevated floor framing for the office area will be a composite steel/concrete floor system. Roof framing will be primarily open-web steel joists spanning between wide flange beams located on gridlines. We also expect some exposed timber framed roof elements. The first floor will be concrete slab on grade. The exterior wall system will be mostly structural masonry with varying veneers. Specifically:
• Most of the structure will be framed with HSS and/or wide flange columns, a composite floor system consisting of wide flange beams for the elevated floor area, and a roof system consisting of open web joists and wide flange beams. 2”, 20 gage CFD will be used at the floor. 1 ½”, type B, 20 gage wide rib roof deck welded to the framing members will be used at the roof.
• Steel lateral elements will most likely be HSS diagonal or inverted chevron braces installed between
adjacent building columns. Braces will be located in exterior/perimeter and/or interior walls without openings or shall be configured so as not to conflict with openings in walls.
We anticipate that wind loads will control lateral design. Structural masonry walls will be used as much as possible to resist lateral loads, but we also expect the need for some braced steel frames as well.
Based on previous Geotechnical Reports for adjoining structures and our recent experience with two Projects with close proximity to this site, we expect a shallow foundation system. In general, the foundation will consist of strip and spread footings. There will be a perimeter stem walls to frost depth. A pre-engineered metal building (PEMB) structure may be considered for the Sports Medicine Wing Addition to the existing ORC. The Ambulatory Garage structure may also be a PEMB. There will also be two large open covered structures. One will be over the 60’ diameter Round Pen, the other will be over the 100’x200’ Outdoor Arena. In our opinion, PEMB structures are the best option for these open structures as well. PEMB
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structures are economical, and can be relatively easily installed at a later date if dictated by funding. When this type of structure is used, we design the foundation. We anticipate spread footings, pilasters, and horizontal below grade tie beams between frames. There has also been consideration given to relocating the existing Gait Lab to serve as a Hay Barn or storage structure. Typically, PEMBs are designed to meet minimum controlling Code load requirements at the time the structure was designed and there is rarely reserve load capacity. But changing from a Gait Lab to a Hay Barn or storage will result in a less restrictive (for loading purposes) Occupancy Category. In our opinion, the reuse of the existing Gait Lab primary structure is possible as long as loads are not increased. Design Codes and Loads Design of structural elements and systems in Fort Collins is currently based on the requirements of the 2012 International Building Code (IBC), 2010 ASCE 7 ‘Minimum Design Loads for Buildings and Other Structures’ and CSU Construction Standards. Floor vibration design is based on floor stiffness vs. vibration criteria developed by AISC Design Guide 11. Please note that it is possible that Fort Collins will shift to IBC 2015 prior to permitting for this Project. Design of structural elements and systems will be based on the requirements of the following material codes:
Concrete: ‘Building Code Requirements for Reinforced Concrete’ (ACI 318) and ‘Specifications for Structural Concrete for Buildings’ (ACI 301)
Structural Steel: AISC ‘Manual of Steel Construction’, 14th Edition
Light Gage Steel: AISI ‘Specification for the Design of Cold-formed Steel Structural Members’, latest Edition
Structural elements and systems are designed for the following:
2nd Floor: 60 psf reducible live load plus 20 psf partition load
Stairways: 100 psf live load
Ground snow: 30 psf snow load for drifting calculation Flat roof snow: 25 psf snow load plus drifting Wind: 130 mph (Ultimate 3-second gust), Exposure C
Seismic: Ss = 0.19g (0.2s spectral acceleration)
S1 = 0.06g (1s spectral acceleration)
Geotechnical Reports There are three previous Geotechnical Reports for adjoining sites as follows:
• Proposed Dairy Center – April 8th, 1980 • Proposed Diagnostic BSL3 Modular Units – June 3, 2003 • Addition to Equine Orthopedic Lab – November 24, 2003
All three Reports recommended shallow foundations consisting of a combination of strip footings, pad footings, and stem walls. Frost depth is 30.” Allowable bearing pressures ranged from 1000 PSF to 2500 PSF,
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depending on Report. The Equine Orthopedic Lab Report recommended footings be placed on a minimum of 3 feet of imported structural fill material. Specifically:
• Main Level slab-on-grade shall be 4” thick, with steel reinforcing, placed on a 15 mil vapor barrier and prepared sub-grade in accordance with the Geotechnical Report for this Project. Slabs shall have saw cut or formed control joints in each direction spaced at approximately 12’-0+. Some joint grinding should be anticipated.
• We anticipate a minimum strip footing width of 24.” Minimum spread footing size will likely be 2’-6” x 2’-6.” All footings with exterior exposure will be placed a minimum of 2’-6” below finish exterior grade.
• Perimeter stem walls will be 8” minimum thickness where veneer support is not required. Stem walls will be 12” minimum thickness where veneer is present.
• Exterior/perimeter building columns shall be supported on reinforced concrete pilasters (built integrally with the stem wall) centered over reinforced spread footings. Interior columns will be centered on spread footings located 8”-12” below finish floor.
• Foundation systems for PEMBs will be similar. 3.3 Mechanical narrative
Heating and Cooling Loads The building will be designed using current design temperatures given in ASHRAE climatological data. Inside design temperatures will be as follows:
Offices/Conference Rooms 70 deg.F/40% RH Stable Areas 75 deg.F/50% RH Sports Medicine 75 deg.F/50% RH Isolation 75 deg.F/50% RH Rounds Rooms 70 deg.F/40% RH Surgery 70 deg.F/40% RH Mechanical & Storage Rooms 78 deg F summer/65 deg F winter Ambulatory Garage 65 deg. F winter Ambulatory Garage Offices & Rounds Room 70 deg.F/40% RH Covered Arena Ventilation only Hay Barn Not conditioned
Design values for internal loads will be based on ASHRAE 90.1 and the ASHRAE Handbook of Fundamentals, or actual loads when known. Cooling Plant Chilled water will be provided from the existing chilled water plant, located to the east of the facility. Chilled water plant expansion will be done in a separate project. We anticipate a load of approximately 600 to 800 tons and a 10 inch chilled water supply and return line. Heating Plant Heat will be provided from new, high efficiency, modular, condensing, hot water boilers. Heating hot water will be pumped to coils using a variable speed pump for energy conservation.
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Systems and Distribution The EVTH facility will be served by 100% outside air units. Air handling units will be variable volume unless serving areas where a predetermined amount of air changes per hour are required. Occupancy based air supply will be analyzed to reduce energy consumption when animal spaces are not occupied. Offices, conference rooms, rounds rooms, and similar occupancies will be served from variable volume, recirculating air handlers. The offices and rounds rooms in the Ambulatory Garage will be served by fan coil units or a small air handler. The air handlers will be draw through, double wall units with an outside air intake section or mixing section, a filter housing that will hold pre-filters and final filters, access sections for maintenance, a pumped, hot water coil, a chilled water cooling coil, a gas-fired humidifier where needed, and a fan section. Locations for outside air intakes and exhaust fan discharges will be carefully analyzed to minimize the potential for entraining exhaust air into the intakes. All zones will have dedicated VAV boxes with hot water reheat. The Covered Loading/Unloading area and the Ambulatory Garage will be heated with gas fired radiant heaters. The outdoor Covered Arena east of the hospital will be ventilated using high volume, low speed propeller fans. The Hay Barn will be unconditioned. It will be ventilated if needed. Temperature Controls All temperature controls will be direct digital (DDC). Distributed controllers will be used where possible. Air handlers will have dedicated distributed controllers. VAV boxes will have electronic dampers and valve actuators and will be controlled via a DDC box controller. All controllers will be networked and tied to an operator workstation with allowance for remote access. Exhaust and Airflow Controls The exhaust system serving animal areas will incorporate airflow control to maintain pressurization. This is especially critical in the Isolation area. Each room, including the anterooms, will have dedicated airflow control devices to insure relative pressurization is maintained at all times, regardless of pressure fluctuations in the system. Isolation rooms will be negative relative to the anterooms and the anterooms will be positive relative to the corridor. This will ensure that air in the Isolation rooms will not migrate to other rooms and that air from the corridor will not migrate to the Isolation rooms. This will keep the isolation rooms “clean” but still ensure pathogens don’t move out of the Isolation rooms via airflow. All exhaust from the Isolation rooms will be filtered with high efficiency particulate air (HEPA) filters prior to leaving the building. This will ensure that pathogens from the Isolation rooms are filtered prior to the exhaust air being discharged to atmosphere. The exhaust fans will be high plume, induction fans. These fans will have a bypass plenum with dampers that will modulate the bypass air to maintain constant volume through the fan. The bypass damper will modulate to maintain the setpoint of a static pressure sensor that will be located in the exhaust duct. Two fans will be provided, each sized for 75% of the total airflow. This will allow for some redundancy. If N+1 redundancy is required, three fans will be provided, each sized for 50% of total airflow.
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3.4 Plumbing narrative
Domestic Water, Waste, and Vent A new 4” domestic cold water line will be brought to the building. A backflow preventer will be located in the water entrance room. A new, separate backflow preventer will be provided for industrial water for wash down. Domestic hot water will be provided from a new, high efficiency, gas fired hot water heater. A recirculation loop and pump will be installed for this system. Plumbing fixtures in the building will be fed with hot and cold water, waste and vent piping, as required by the plumbing code. Water closets will be wall mounted and have manual flush valves at 1.28 gpf. Urinals will have manual flush valves at 1/8th gpf. Flush valves will be Sloan or Zurn. Hose bibbs with hot and cold mixing valves will be provided in all stalls and animal holding rooms for wash-down. Large capacity drains will also be provided. Grinders for drains will be provided where necessary. Sanitary waste system will be designed to minimize the risk of contamination. Traps on floor drains will be designed to hold disinfectant. Emergency eyewashes and showers will be provided as needed. The design will meet the applicable ANSI standard. Natural Gas A new natural gas line will be routed to the building from the site. The line will be sized to serve all gas-fired equipment. Natural gas will be piped to the domestic water heaters and the boiler. Medical Gas Medical gases will be provided where required. Surgery will have oxygen, vacuum, medical air, and nitrogen (for running drills, bone saws, etc.). Non surgical areas will be provided with oxygen and vacuum where required. Purified Water A purified water system will be designed and provided as required. The level of purification needed will be determined at schematic design. Fire Sprinkler System Fire suppression systems will be installed throughout the building. All areas will be provided with a wet-pipe sprinkler system except exterior canopies will be provided with dry pipe systems. The fire protection sprinkler system will be designed in accordance with NFPA 13 and applicable codes. 3.5 Electrical narrative
General The electrical design for this project will include the following:
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• Primary electrical service to the new building. • New site lighting around the building. • New lighting systems throughout the building and the ancillary buildings. • New electrical distribution systems throughout the building and the ancillary buildings. • Receptacles to support computer equipment, medical equipment and general-purpose needs. • Outlet boxes and raceway distribution systems to support the installation of telecommunications
equipment and cabling. • Electrical service to HVAC equipment. • Electrical rough-ins to support card access and video surveillance security systems. • Security systems for access controls and cameras for a closed circuit television system will be
coordinated per Owner’s direction. • New fire alarm system. • Special systems as required by medical personnel to support necessary medical functions. The design and installation of all electrical systems and devices will be in accordance with relevant portions of applicable codes and standards. Electrical Service A new electrical service will be brought to the building below grade. The new utility connection will be coordinated with Colorado State University (CSU) and made on the north side of the new building as near as practical to the new medium voltage loop vault. A new pad-mounted transformer will be provided on the site with clearances in accordance with CSU Standards. The Hay Barn and Covered Arena will be fed from the main hospital service. The need for a separate service for the Ambulatory Garage will be analyzed during the design phase. Electrical Distribution System New switchboards, distribution panelboards and step-down transformers will be located in dedicated electrical rooms. New branch circuit panelboards will be dedicated to the areas they serve. Imaging and Surgery electrical loads will be separated from Office and other loads. Panelboards will be located near the areas they serve to minimize branch circuit voltage drop.
Additional electrical distribution system details for the building include the following:
• Distribution system switchboards and panelboards will make use of circuit breakers for
overcurrent protection of feeders and branch circuits. Copper bussing will be provided for all electrical distribution system equipment. Main switchboards will be provided with surge protection devices.
• Digital customer metering equipment will be provided at the main service switchboards. • Distribution panelboards that serve medical and computer equipment panelboards will be
provided with surge protection devices. An isolated ground system will be considered for medical receptacle and equipment circuits.
• Separate panelboards will be used to support facility lighting and general-purpose electrical requirements.
• Panelboards, switches, relays, and circuit breakers will be Square D.
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A diesel fired standby generator will be provided to back up the entire facility. An uninterruptible power supply (UPS) will be provided to serve critical Imaging equipment and Surgery loads. Receptacle Layouts Receptacle layouts and circuiting to support computer equipment, medical equipment, telecommunications equipment and general purpose needs will be provided in accordance with direction provided by building users. Receptacles for stalls and treatment rooms will be located 7’-0” above the finished floor and will be ground fault circuit interrupting type. Isolated ground receptacles and circuits will be provided as required to support medical equipment and general purpose branch circuits. Dedicated receptacles and circuits will be provided as required to support specific equipment locations throughout the facility. All receptacle branch circuits will be provided with equipment ground conductors. All branch circuit wiring will be copper and will be installed in concealed raceway systems. Ground fault circuit interrupting type receptacles will be provided in all National Electrical Code (NEC) required locations, and in all designated “wet” locations throughout the facility. The Hay Barn and Covered Arena will be provided with receptacles as required. Electrical Service to HVAC Equipment Electrical service to HVAC equipment will be provided, as required. All necessary starters, disconnect switches, control devices, variable frequency drives (VFD), and connections will be provided to ensure a complete and functional system installation. All feeder and branch circuit-wiring to HVAC equipment will be copper, and will be routed in raceways. Conduits will be concealed wherever possible. Grounding All new transformers, motor control centers, motor starters, panelboards, and separately derived systems provided under this contract will be grounded per the NEC. All fixed metal piping and equipment located in areas where flammables are used will be grounded per the NEC. Lighting Systems Site lighting will be provided at building entries and in the parking lot and loading areas. Lighting levels throughout the facility and ancillary buildings will be designed in accordance with IES and CSU recommendations. Most fixtures will be enabled by occupancy sensors and will be controlled locally within each space. The offices will have switch-mounted occupancy sensors with local override. The classrooms and conference rooms will be furnished with occupancy sensors to automatically shut off after a period of inactivity. Mechanical equipment and storage areas will be equipped with digital time switches. Corridor lighting will be controlled by a building time clock with occupancy sensor override. Emergency lighting will be provided by fixtures with integral battery back-up, emergency ballasts, and remote-mounted battery packs. Emergency lighting will be provided where required by building and life safety codes to provide instant-on lighting in the event of a normal power failure. All fluorescent fixtures will be provided with high frequency, solid state, electronic ballasts and T8 or compact fluorescent lamps.
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3.6 Telecom/security/fire alarm narrative
Telecommunications The telecommunications head-end equipment will be located in a dedicated communications room with racks, cable trays and cable management systems. This room will be interconnected with the communications systems in the other buildings on site. Secondary communications closets will be located as required to minimize communication lengths in accordance with EIA/TIA Standards. Outlet boxes, cable trays and raceway distribution systems will be provided to support the installation and distribution of the telecommunications and data cabling system. Telecommunications and data outlet locations will be coordinated with owner’s personnel. Security Systems Electrical rough-ins, including necessary receptacles and circuits will be provided to support the installation of card readers and Closed Circuit Television security systems. Anticipated security system device locations will be fully and completely coordinated with owner’s personnel. Digital cameras will be installed. Fire Alarm System A new fire alarm system will be provided to satisfy all Life Safety and Code requirements. The system will be designed in accordance with all current Codes and standards, and will also satisfy all current accessibility guidelines. The fire alarm system will by Notifier and will be integrated into the existing campus network. 3.7 Utilities narrative
Existing Utilities
The EVTH area of the site is well served by CSU owned utilities including potable water, sanitary sewer, chilled water, electricity and telecommunications. Natural gas services is provided by Xcel Energy who currently serves the VTH campus. The site is relatively flat from a grade and drainage perspective with drainage patterns trending predominantly to the east. There is slightly less than 10 vertical feet in elevation change from the west portion of the site to the east near the primary drainage outfall to Spring Creek. Electrical Service
Electrical service to the existing site is from internal CSU owned electrical distribution equipment and facilities. To serve the campus expansion it is expected a new high voltage loop will need to be completed. The campus is expected to stay under the City of Fort Collins 10 MW power usage cap at build out.
Chilled Water CSU owns a local chilled water plant that distributes cooling water to portions of the VTH campus. An existing 16-inch chilled water line is to the southeast of the EVTH site in Niswender Road. It is expected that EVTH cooling loads will require expansion of the central plant including a new cooling tower.
Sanitary Sewer The sanitary sewer collection system exists across all areas planned to be occupied by the EVTH building. A collection system reconfiguration will be required to serve the EVTH and other new buildings. Existing pipelines range in size from 4-inch to 15-inch all of which will be relocated and/or abandoned to accommodate the EVTH building.
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Natural Gas Natural gas exists across the VTH Campus and is provided from Xcel Energy. Portions of the gas distribution will need to be reconfigured with the EVTH build out. A new 4 inch gas loop is expected to serve both EVTH and IBTT loads.
Potable Water Potable/Domestic water distribution is provided to the EVTH site through 8-inch and 6-inch distribution piping. It is expected that this network will be extended and looped to serve the EVTH building. Existing domestic service lines to various buildings will be removed as part of the demolition phase of the project.
Telecommunications The existing telecommunication infrastructure (fiber/copper) for data and voice services will be extended to serve the EVTH building. The fiber network is readily available at the project site coming from the south and north of the facility.
Storm Drainage Storm drainage collection, detention and historical release facilities are lacking from the EVTH site area. Largely, drainage from this site is released undetained to the east to the VTH Outfall channel. An upgrade in storm drainage facilities will be needed to support the EVTH building site.
Required Utilities
• Electrical Service Electrical service to the new EVTH facility is expected to be 4,000 Amps at 480/277 Volts 3P. As necessary, exterior pad mounted transformers will serve the building. Step down transformers will be required to provide lighting panel loads, single phase. The electrical service to the building will be provided through a site installed duct bank consisting of a minimum of 4-4-inch conduits. The duct bank electrical will be installed from the north vault, north of Cross Drive to the site. A secondary power source provided from a generator set exterior to the building will be considered to provide electrical redundancy. Service to the building will come to the service entrance/riser to the electrical room. The electrical room will contain all necessary disconnect and panel configuration to support building loads. Transfer switches for the generator will be located in the service entrance room or another location as determined during the final design.
• Chilled Water Chilled water loads for the new EVTH building are expected to be around 800 tons. This level of cooling results in 1,280 gpm at a 15 degree delta T. Considering the central plant distributes chilled water via a high density polyethylene pipe network, a 12 inch HDPE extension to the EVTH building will be required. As an option, CSU may choose to extend the existing 16 inch pipe network to allow for additional future capacity. It is recommended that the 16 inch chilled water main be extended to form a loop. A 12 inch service to EVTH can then be branched off this loop.
• Sanitary Sewer Sanitary sewer serving the EVTH building is planned to be 8 inch and routed from the north in Cross Drive. Grade constraints may dictate capacity in the sewer collection system and, as such, a slightly larger diameter pipeline is planned which will allow a minimum grade of 0.50% at approximately 380 gpm. Additional features planned for the sanitary collection system include solids separation vaults which will separate equine solids allowing capture and containment without draining to the collection system. Sanitary sewer loading must be coordinated with the City to ensure CSU stays below its allowable cap. The December 2014 Infrastructure Working Group presentation suggests this cap will be exceeded.
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• Natural Gas The new 4 inch gas loop will serve the new EVTH building. The pipe material is expected to be medium density polyethylene carrying a gas distribution pressure less than 20 psi. Available gas pressures will need to be confirmed during final design and coordinated with building loads and equipment. Gas will be looped from Gillette Drive along Cross Drive to service the building.
• Potable Water and Fire Service Potable/Domestic water service to the new EVTH building will be routed from the campus distribution system in Jensen Road which contains an existing 8 inch waterline. This waterline will provide both domestic and fire service to the building. A 4 inch domestic waterline will be installed to serve the potable needs of the building. A 6 inch fire service line will be installed to serve fire sprinkler needs. During the final design phase, pipeline sizing will need to be verified as well as pressure and flow throughout the distribution system in this area of the VTH Campus. It is anticipated that CSU will exceed its demand cap with the City of Fort Collins for domestic water use. Additional water allocation (water right requirements) will need to be purchased from the City. Water meter (master meter) size and capacity should also be verified during the final design phase.
• Telecommunications Existing telecommunication infrastructure (fiber/copper) for data and voice services will be extended from the south serving both the IBTT and EVTH buildings. The network will be extended from the Diagnostic Medicine Center. It is expected that copper phone (100 pair or equivalent) and fiber (multi-mode up to 48 count) will be extended. Fiber patch panels and fiber to Ethernet converters are expected in each IT room supported interior to the buildings.
• Storm Drainage Storm drainage facilities will be added as part of a campus wide master planning effort. CSU is studying various alternatives including on site detention along the eastern borders of the property. Also being evaluated is an alternative to only provide water quality capture volumes in various forms on the campus if the overall basin (including the BNSF detention pond at Spring Creek) proves to have appropriate capacity and the timing of flows is such detention at the EVTH and overall VTH campus site is not necessary. For the purposes of this program plan we have assumed the EVTH project will proportionately contribute to drainage improvements including routing flows from the site to water quality features and/or detention facilities. Preliminary estimates show a 60 to 80% increase in impervious area with the construction of EVTH buildings and supporting structures. Drainage collection facilities from the EVTH building site will include an underground piping network routing flows to the master planned drainage features. Collection pipes ranging in size from 12 inch
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to 36 inch are planned. CSU has previously implemented Low Impact Development (LID) alternatives such as bio swales, pervious paving, rain gardens and storm water filtration systems. A variety of these elements are expected to be installed at the EVTH and south campus as part of the build out.
3.8 Site Narrative The study area for the Equine Veterinary Teaching Hospital (EVTH) encompasses the north 1/3 of the Veterinary Teaching Hospital site covering approximately 12 acres. The site is currently used for a variety of support uses to the VTH Campus including orthopedic research and gait facilities; hay and equipment storage; paddocks; trailers; histology; clinical sciences; construction shops and student programs. Over time, this portion of the VTH site has developed in a very agrarian way. Little vegetation exists throughout this portion of the site. The site is bounded by the Mason BRT – BNSF Railway corridor to the east; residential, commercial and multi-use properties to the south; a newly constructed CSU owned parking lot to the west and CSU/NRRC Federal Government complex to the north.
3.9 Site Improvements narrative
Site improvements are expected to meet current adopted codes and standards and adhere to CSU architectural and landscaping standards. Site Requirements The general site requirements needed to accommodate the new EVTH buildings include enhancing all utility service to this area of the VTH Campus; providing additional drainage features to accommodate additional impervious surfaces and increased runoff; and allowing increased circulation and access around the north portion of the site including new access driveways through the site for patient drop off and access. In order for this program and its elements to be implemented, a significant amount of preparatory work needs to occur to remove existing facilities and buildings, reroute and extend utility service and provide for a site grading scheme that allows build out in a coordinated fashion. These complexities will need to be closely coordinated with CSU Facilities and the College of Veterinary Medicine and Biomedical Sciences (CVMBS) staff to ensure existing programs are maintained during EVTH construction. 3.10 Pedestrian, Bike and Vehicular access
Access, Circulation and Roadways Access and circulation for the new EVTH facility will be very important for ease of drop-off and movement of patients and clients. Primary access to the facility will be from Gillette Drive and the new loop roadway north of the main entrance. The site will be accessed from Gillette and Cross Drive via new driveway entrances. Access can also be gained through new roadways west of the Outdoor Arena and at Niswender Road. This two access locations, however, may have gate control and only allow limited access for CVMBS staff. Final locations of gate control will be determined during the design phase. Roadways along the perimeter and through the EVTH site will have a minimum of 12-ft travel lanes, accommodate equine trailer turning movements and may contain widened shoulders with curb gutter and sidewalk for pedestrian and alternative transportation elements.
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Paving systems will be hot-mix asphalt unless high traffic loading dictates the use of rigid systems (concrete pavement). Depending upon traffic loading, paving systems will vary in structural depth and installation techniques. Minimum pavement sectional depths are expected to conform to the following table:
Pavement Type/Use Structural Section Perimeter Roadways - asphalt 6-inches HMA / 8 inches ABC Access Roadways - asphalt 5 inches HMA / 6 inches ABC Heavy Duty – concrete paving 9 inches PCCP
Signage is planned to be developed in two forms. First, general traffic control signage will be implemented largely following Manual of Uniform Traffic Control Devices (MUTCD) standards. This will include stop signs, speed limits; advisory and regulatory for traffic management. Parking signage will follow CSU Parking Services standards. The project also will implement a certain amount of wayfinding signage to direct customers in and around the facilities. It is also expected campus wide wayfinding will be implemented with the Infrastructure Masterplan project. 3.11 Parking Requirements
Parking for the EVTH site is fairly limited and is being designed around customer use only. This includes standard passenger vehicle parking and pull-through truck/trailer parking for customer use and patient drop off. Staff and student parking will be at the Research Drive Parking lot to the west of the Veterinary Medical Center. 3.12 LEED Goal Senate Bill 07-051 directs that state buildings undergoing substantial renovation or new construction conform to the High Performance Certification Program. The Office of the State Architect has stated that USGBC LEED-NC Gold is the targeted standard of this program, or at a minimum, the highest obtainable LEED standard. The most current LEED publication at the time of design will be used. The inclusion of high performance standards is an integral part of the project, beginning at the program plan stage.
This project is anticipated to achieve LEED Gold.
3.13 Flood Mitigation Analysis
The proposed Equine Veterinary Teaching Hospital lies south of the Spring Creek Floodplain. There are no specific flood mitigation concerns for this project, however there will be stormwater management and animal waste management concerns that will be addressed in the complimentary Infrastructure program plan that is being developed, along with the South Campus Stormwater Master Plan.
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3.14 CSU Standards The CSU Building Construction Standards Manual is available at: http://www.facilities.colostate.edu/index.asp?url=construction/constr_standards
The CSU Standards are to be used as guidelines for design. They are divided into 3 parts for use by Architects and Engineers: the first part is administrative; the second part discusses requirements for design and deliverables at each stage of the design process; the third part consists of the technical standards arranged by CSI division. The Standards are a work in progress, and as such, any question about the applicability of a standard should be discussed with the project manager. The Standards should never be referenced or copied in Contract Documents – the design is expected to embody and conform to the Standards. Contractors are not to be directed to review the Standards as a contract requirement.
3.15 Code Analysis narrative
The State of Colorado, State Architect and Colorado State University are the Governing Regulatory Agencies. Colorado State University has adopted all International Codes (I-Codes) published by the International Code Council (ICC) as listed in the International Building Code 2012, Introduction. The following model Building Codes have been adopted without amendments and are the basis of the code analysis.
• 2012 International Building Code (IBC) • 2012 International Mechanical Code • 2012 International Plumbing Code
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• 2012 International Fuel Gas Code • 2014 National Electric Code • 2012 International Energy Conservation Code • The National Fire Protection Association Standards (NFPA) • 2003 ICC/ANSI A117.1 Accessible and Usable Buildings and Facilities
A complete code analysis based on the program plan proposed has been prepared by the program planning team and can be found in the Appendix. This analysis is for reference only. As the design progresses, the Architecture and Engineering team shall verify all code related issues prior to proceeding. The following is a brief code summary of the highlights found in the complete analysis: Equine Veterinary Teaching Hospital
Occupancy Type: ‘B’ Business/Education beyond 12th grade Occupancy Separations: None
Construction Type: ‘II-A’ Non-Combustible, non-fire resistive rated, sprinkler protected Max Height: 5 Stories, 65 feet (6 stories, 85 feet with sprinkler increases) Area Calculations: EVTH Level 1: 102,600 gsf EVTH Level 2: 12,000 gsf Total Area: 114,600 GSF
Allowable area/floor: 139,125 (with allowable increases) Occupant Load: 791 Plumbing Counts: 9 men’s toilets and 9 women’s toilets Accessibility: Fully accessible throughout Rehabilitation and Sports Medicine (existing ORC)
Occupancy Type: ‘B’ Business/Education beyond 12th grade Occupancy Separations: None
Construction Type: ‘II-A’ Non-Combustible, non-fire resistive rated, sprinkler protected Max Height: 5 Stories, 65 feet (6 stories, 85 feet with sprinkler increases) Sports Medicine /Rehabilitation Addition: 22,615 gsf Sports Medicine/Rehabilitation Renovation: 19,600 gsf Total Area: 42,215 GSF Allowable area/floor: 112,500 (with allowable increases) Occupant Load: 286 (Rehabilitation, Sports Medicine) Plumbing Counts: 3 men’s toilets and 3 women’s toilets Accessibility: Fully accessible throughout Ambulatory Garage and Hay Storage
Occupancy Type: ‘S-1’ Grains, Motor vehicle repair garages Occupancy Separations: None
Construction Type: ‘II-B’ Non-Combustible, non-fire resistive rated, sprinkler protected Max Height: 3 Stories, 55 feet (4 stories, 75 feet with sprinkler increases)
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Area Calculations: Ambulatory: 3,500 gsf Hay Storage: 4,510 gsf Total Area: 8,010 GSF Allowable area/floor: 46,000(with allowable increases) Occupant Load: 20 (Ambulatory Garage, Hay Storage) Plumbing Counts: 1 men’s toilet, 1 women’s toilet Accessibility: Fully accessible throughout
4. Project schedule, cost estimates and financing
4.1 Schedule/phasing Once necessary approvals and financing are in place, the project is estimated to take 20 months to complete. 4.2 Financing The estimated total cost ranges from $45.1M to $65.4M depending on fundraising and includes includes replacement of facilities that need to be deconstructed for this project. Project budgets are located in the appendices. Funding will come from several sources including donations and State of Colorado COPs.
4.3 Cost estimate/methodology
Cumming Corporation provided a construction cost estimate for this project (see appendix C). This estimate includes an escalation factor to Nov 2016 (midpoint construction). CSU standards specify that the A/E document 20% of the construction budget in bid alternates, to cover potential volatility in the construction market as the project progresses.
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8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
SS
SS
SS
ST
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
GG
E
E
E
T T T T T
EE
G-2" G-2"
E
E
EE
E
E
E
EE
E
TTT
E
E
E E
GGGGG
G
G
G
G
G
GG
GG
GG
GG
G
8'' S
S
G G G
GG
G
GG
G G
TT
F/O VAULTREPLACED W/
4X6 VAULT(FEB, 2008)
GG
G
G
GG
G
2" PE (2/08)
E E E E E
EE
E
E E E E E
EE
E
EE
IRR IRR IRR
IRR
IRR
IRR
IRR
MH
MH
8'' SS 8'' SS 8'' SS
E
EE
E
E
EE
E
EE
T
T
T
T
T T T
8'' S
S8'
' SS
8'' S
S
CO
E
EE
EE
E
E
EE
E
T
T
T
TT
T
TT
TT
T
TT
TT
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS
I
E
E
6'' SS
6'' SS
6'' SS
6'' SS
6'' SS 6'' SS 6'' SS
6'' S
S
COCO
6'' SS
XX
E
E
EEE
8'' SS8'' SS8'' SS
MH
4'' SSCO
4'' SS
CO
CO
MH
CO
G
T
TT
T
TT
CBCB
TTTTT
T
T
(2)-1" PVC
T
TT
(3) 1" PVC
CO
CO
CO
T
TT
TT
T
T
TT
TT
TT
4'' SS 4'' SS
EE
X
X
G
G G
T T
XCEL 2"
IRR
IRR
IRR
IRR IRR
IRR
T
4'' SS
T
T
T TTT
mdf
mdf
4"PVC
T
R
ABAN.DETENTON PONDS
ABAN.RETENTON PONDSX
X
XXX
X X
III
I-4"
IRRIGATION CONTROLWIRES-18" DEEP
I
I-3"PVC
I-4" Aband. in Place
II
VTH
GAS-1 1/2"PLASTICG-1"
GAS TO GENERATOR
XCEL-GAS-1"
XCEL-GAS-1"
ABAN.VAULT(METHANE)
SD-12"PVC SD-12"PVC
CB
SD-12" STEEL
CITY MH
CB
CITY MH
CO
CBS-4"PVC aban.
S-6"
S-6" PUMP LINE
S-4"PVC
S-6"PVC
FD
ABAN.
V3
V4
V5
S-6"PVC PUMP LINE
S-6"
V2
S
CO
CO
CO
CO
CO
FDFD
CITY MH
CITY MH
S-6" MH-V1
CITY MH
COCOCO
CO
MH
TT
TT
TT
T
T T
T
T
TT
TT
TT
T
T
TT
TT
T
T
T T T T T
TT
TT
TT
TTTT
TT
TT
TT
TT
TT
TT
TT
TT
T
T
T
T
T T
TT
T
T
T
T
T
TT
T
T
T
T
T
GGGG
GG
GG
G
GG
G
GGGG
G
GGGGG
G
G
IRR
IRR IRR IRR IRR IRR
IRR IRR IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRR
IRR
IRR
E
E
IRR
IRR
IRR IRR
EE
E
W
8'' W8'' W
8'' W8'' W 8'' W
8'' W
8'' W8'' W
8'' W8'' W
8'' W8'' W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W8'' W 8'' W 8'' W 8'' W 8'' W
W
W
6'' W
6'' W
6'' W
6'' W
W
8'' W8'' W8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
W
W
W
2'' W2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W
2'' W
2'' W
2'' W 2'' W 2'' W 2'' W
6'' W
6'' W
6'' W
6'' W1.5'' W 1.5'' W
4'' W
1.5'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
1.25
'' W1.
25'' W
0.75'' W0.75'' W
0.75
'' W0.
75'' W
0.75
'' W
0.75'' W
0.75
'' W
0.75'' W0.75'' W
0.75'' W
0.75'' W
24'' W24'' W
24'' W24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
24'' W
1'' W
1'' W
1'' W
(2008)
Curb stop val.
W-6"
W-2" Copper
W-8"
W-1" Copper
W-2"CU
W-2" CU
1"PBE
W-3/4"cu
W-3/4"
W-6" CSU
W-1.5" CSU
MS23
CITY METER
W-6"
CITY FH
WATERER
MHMH
MHMH
G
E
T
E
(2) 24" CW-STL PIPE
MS41
MS36
MS34
MS35
MS38
(IRRG. Aband in Place 08)
CB
ST
CB
R.D.COSD 6" PVC
8'' W
8'' W
XX XX X XXX
R.D.
MHMH
MH MH
MH
ABAND. IN PLACE
ABAND IN PLACE
?
X
(Aband in place 6/09)
T
T TE E
E
W
2-1/2" Copper
4'' SS
4'' SS4'' S
S4'' S
S4'' S
S
4'' S
S
G GG
G
GG
G
E
SandSeparator
Pit
OilSeparatorPit
SSWR MH/Pit withEjector Pump
22.5° Ang pt
TT
T
IRR
IRRIRRIRRIRRIRRIRRIRRIRR
CB
EE
GG
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR IRR
IRR
IRR
IRR
IRR
IRR
2-1/2"PVC 2-1/2"PVC
P
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X X X
P
TX
T
E
E
E
EE
IRR
8'' W 8'' W
8'' W
8'' W
IRR
QC
QC
E
E
E
E
E
EE
E
E
6'' S
S6'
' SS
6'' S
S
6'' SS
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
CO
1.5'' W
4'' SSCO 6'' W
J J
J
T T6'' W
E
E
4'' SS
4'' SS
4'' SS
S-15" PVC
X X X
X X X X X X XX
CO
CO
SS
CO
CO
SS
SS
OLD DUMPING AREA
NISWENDER ROAD
CROSS ROAD
LOOP ROAD
CROSS ROAD
UP
UP
UP
CE
NT
S
UP
PL
Y
1
ME
N
2
ME
CH
3
SC
RU
B
4
LO
CK
ER
5
LO
CK
ER
6
OR
7O
R
8
OR
9
WO
ME
N
10
TE
AC
H L
AB
11
OR
12
CE
NT
S
UP
PL
Y
13
PR
EP
R
EC
OV
ER
Y
14M
EC
H
15
RE
CE
IV
IN
G
16
RE
AD
IN
G
17
CB
CT
18
UL
TR
A
19
CT
20
CO
NT
RO
L
21M
EC
H
22
MR
I
23
PR
EP
R
EC
OV
24
Ro
om
25
Ro
om
26
Ro
om
27
Ro
om
28
FO
OD
S
ER
VIC
E
29
COVEREDOUTDOOR
ARENA
RESEARCHBUILDING/
DAIRYBARN
RESEARCHHORSE
TURN-OUT
AMBULATORYGARAGE
CHILLPLANT
tread
eq
treatment
wash
officewash/dry
uni
collaborate-break
treatment
feed
overhead
A1021A102 4
UP
UP
LAB
105
Room
104
WORK
108
STORAGE
107
GENERAL
PROCEDURE
103
PENS
106
CAGE WASH
102
LARGE ANIMAL
113
LARGE ANIMAL
112
LARGE ANIMAL
111
LARGE ANIMAL
114
LARGE ANIMAL
115
LARGE ANIMAL
116
MEN
109
WOMEN
110
DOG RUN DOG RUN
ELEV
000
A102
2
LARGE ANIMALHORSE BARN
SMALLANIMALCARE
SHEEPBARN
DETENTION150x210x5 =3.62 AC-FT
AC
CE
SS
RO
AD
STORAGE
TOTAL PASTUREFOR SHEEP = 2.2 AC
SHOP
TELECOMMUNICATIONSDUCT BANK 2-4" C MIN.
INSTITUTE FORBIOLOGIC
TRANSLATIONALTHERAPIES
(IBTT)
ELECTRIC / TELECOM6-4" C
TRANSFORMER
8" SANITARY
4" GAS
4" GAS
36" STORM
4" DOMESTIC
6" FIRE SERVICE
12"CHILLEDWATER
GG
GG
GG
G G G G G G G G
GG
GG
GG
GG
G
GG
GG
UG
EU
GE
UG
EU
GE
UG
EU
GE
UG
EU
GE
UGE
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' SS
8'' S
S8'
' SS
8'' S
S8'
' SS
8'' S
S8'
' SS
8'' S
S8'
' SS
8'' S
S8'
' SS
8'' S
S
36" ST 36" ST 36" ST 36" ST 36" ST 36" ST 36" ST 36" ST 36" ST
8'' SS 8'' SS
24" ST
24" ST
24" ST
24" ST
24" ST
24" ST
24" ST
24" ST
GG G G
12'' CHILL
12'' CH
ILL12'' C
HILL
12'' CH
ILL12'' C
HILL
12'' CH
ILL
4'' W 4'' W
6'' F 6'' F
TT
TT
TT
TT
TTTT
24" STORM
8" SANITARY
GIL
LETT
E D
RIV
E
EVTH
2-4" TELECOM
SPORTSMEDICINE
UTILITY LAYOUTEVTH
EVTH PROGRAM PLAN
060' 60' 120' 180'
NISWENDER ROAD
CROSS ROAD
LOOP ROAD
CROSS ROAD
UP
UP
UP
CE
NT
S
UP
PL
Y
1
ME
N
2
ME
CH
3
SC
RU
B
4
LO
CK
ER
5
LO
CK
ER
6
OR
7O
R
8
OR
9
WO
ME
N
10
TE
AC
H L
AB
11
OR
12
CE
NT
S
UP
PL
Y
13
PR
EP
R
EC
OV
ER
Y
14M
EC
H
15
RE
CE
IV
IN
G
16
RE
AD
IN
G
17
CB
CT
18
UL
TR
A
19
CT
20
CO
NT
RO
L
21M
EC
H
22
MR
I
23
PR
EP
R
EC
OV
24
Ro
om
25
Ro
om
26
Ro
om
27
Ro
om
28
FO
OD
S
ER
VIC
E
29
tread
eq
treatment
wash
officewash/dry
uni
collaborate-break
treatment
feed
overhead
A1021A102 4
UP
UP
LAB
105
Room
104
WORK
108
STORAGE
107
GENERAL
PROCEDURE
103
PENS
106
CAGE WASH
102
LARGE ANIMAL
113
LARGE ANIMAL
112
LARGE ANIMAL
111
LARGE ANIMAL
114
LARGE ANIMAL
115
LARGE ANIMAL
116
MEN
109
WOMEN
110
DOG RUN DOG RUN
ELEV
000
A102
2
AC
CE
SS
RO
AD
5030
5030
5025
5025
5030
5030
5034
5034
5039
5035
5035
COVEREDOUTDOOR
ARENA
RESEARCHBUILDING/
DAIRYBARN
RESEARCHHORSE
TURN-OUT
AMBULATORYGARAGE
CHILLPLANTLARGE ANIMAL
HORSE BARN
INSTITUTE FORBIOLOGIC
TRANSLATIONALTHERAPIES
(IBTT)
SMALLANIMALCARE
SHEEPBARN
DETENTION150x210x5 =3.62 AC-FT
STORAGE
TOTAL PASTUREFOR SHEEP = 2.2 AC
SHOP
GIL
LETT
E D
RIV
E
EVTH
SPORTSMEDICINE
GRADING AND DRAINAGEEXHIBIT
MAXIMUM GRADE IS 4%, MINIMUM GRADE IS 0.50%
NOTES:
DRAINAGE PATTERN
EVTH PROGRAM PLAN
060' 60' 120' 180'
HOLDINGBARN
RESEARCHBUILDING /
DAIRY BARN
TRAILERPARKING8 SPACES
COVEREDOUTDOOR ARENA
100' X 200'
ROUND PEN60' Ø
INDOOR ARENA80' x 140'
COVERED LOADING/UNLOADING
40' X 80'
PADDOCK
PADDOCK
PADDOCK
PADDOCK
LOOP ROAD
LOOP ROAD
SCALE: 1" = 50'-0"
RES
EA
RC
H H
OR
SE S
HED
BA
RN
RES
EA
RC
H H
OR
SE T
UR
N-O
UT
HA
Y /
FEED
/ B
ED
DIN
GS
TOR
AG
ER
ELO
CA
TED
GA
IT L
AB
AM
BU
LATO
RY
GA
RA
GE
LOOP ROAD
CROSS ROAD
TRAILERPARKING
12 SPACES
PARKING12 SPACES
NEU
RO
HIL
L
FO
R R
EF
ER
EN
CE
ON
LY -
NO
T F
OR
CO
NS
TR
UC
TIO
N
Copyright C
PROJECT NORTH
®
®
7/22 /2015 1 0:48:35 PM
2014
HOLDINGBARN
RESEARCHBUILDING /
DAIRY BARN
COVEREDROUND PEN
60' Ø
DUAL SURFACEINDOOR ARENA
80' x 140'
COVERED LOADING/UNLOADING
40' X 80'
ORTHOPEDIC / ELECTIVE
GI - CC
ISOLATION
MEDICINE
REHABILITATION
IMAGING
SURGERY
NURSING
PHARMACY
CLIENTS
ISOLATION DROP-OFF
SPORTS MEDICINE
SERVICE YARD
BR
EEZEW
AY
30
' x 1
00
'
BR
EEZEW
AY
RESTRICTEDACCESS/
FIRE LANE
FIRE LANE / SERVICE
ISOLATION
GAIT LAB
OU
TPA
TIEN
T
OU
TPA
TIEN
T
RES
EA
RC
H H
OR
SE
SH
ED
BA
RN
FARRIER
TRAILERPARKING
PA
RK
ING
6 S
PA
CES
FOR
KLI
FTS
FIR
E L
AN
E /
SER
VIC
EFIR
E L
AN
E /
SER
VIC
E
OR
THO
HIL
L
LIN
EA
R P
OO
L
LAM
EN
ES
RU
NW
AY
PROP. TRACK
PARKING12 SPACES
SPORTS MEDGARAGE
AMBOGARAGE
RR
OFFICES
TRAILER PARKING4 SPACES
NEU
RO
HIL
L
®
NORTH
CSU EQUINE VETERINARY TEACHING HOSPITALPROGRAMMINGJULY 22, 2015
OVERALL PLAN - BUILDING
COVERED LOADING/ UNLOADING(40' x 80')
DIAGNOSIS/PRE-EVALUATION AREA
(36' x 54')
WAITING20' x 20'
CLIENTCONSULTING
RECEPTION/CLIENT
ADMISSIONS
DIAGNOSISEXAM ROOM
FACULTYENTRY
24' x 24'
BU
SIN
ES
SO
FFIC
E
JANITOR
WOMEN
MEN
IMAGINGSTORAGE
PROCESSING/VIEWING
22' x 38'
RADIOLOGY30' x 40'
24' x 30'
CORRIDOR20' WIDE
12' x 20'
ELE
CTI
VE S
OFT
TIS
SU
E
MED
ICIN
E/
GI -
CR
ITIC
AL
CA
RE
OU
TPA
TIEN
T
OUTPATIENTEXAM ROOM
24' x 24'
CORRIDOR
10' x 16'
M/E
OU
TPA
TIEN
T
PHARMACYWORK AREA
PHARMACYSTORAGE
BREAK ROOM
18' x 20'18' x 24'
NUCLEARSCINTIGRAPHY
SCINTIG.STALL
SCINTIG.STALL
SCINTIG.STALL
OFFICE/ROUNDSROOM
STANDINGSURGERY
STANDINGSURGERY
20' x 20' 20' x 20'
ROUNDSROOM
BREEZEWAYCONF.
STA
ND
. SU
RG
.S
TOR
AG
E
24' x 24'
20' x 26'
ULTRASOUND
10' x 16'
PHARMACY ALCOVE/ FLUIDS10' x 42'
12' x 24'
FLE
XIB
LE S
TALL
SFO
R M
AR
E /
FOA
LS /
LA
RG
E B
REED
S
OPERATIONS
OPERATIONS
16' x 22'
HO
IST
BEA
MTO
SU
RG
ER
Y
N.S.STO.
OUTPATIENTSTORAGE
CANOPY
CANOPY CANOPY
18' WIDE®
NORTH
CSU EQUINE VETERINARY TEACHING HOSPITALPROGRAMMINGJULY 22, 2015
ENTRY / IMAGING / RECEPTION
DIAGNOSISEXAM ROOM
24' x 24'
IMAGINGSTORAGE
PROCESSING/VIEWING
22' x 38'
RADIOLOGY
30' x 40'24' x 30'
CORRIDOR20' WIDE
ELE
CTI
VE S
OFT
TIS
SU
E
OUTPATIENTEXAM ROOM
24' x 24'
CORRIDOR
10' x 16'
12
' WID
E A
ISLE
FLE
XIB
LE S
TALL
SFO
R M
AR
E/F
OA
LS/
LAR
GE B
REED
S
ORTHOPEDIC/ELECTIVE
SOFT TISSUEEXAM ROOM
24' x 24'
PREP12' x 24'
STOR.12'x24'
STOR.12'x12'
M/E
M/E
OU
TPA
TIEN
T
STOR.12'x24'
MONITORING
ROUNDSROOM
NUCLEARSCINTIGRAPHY
SCINTIG.STALL
SCINTIG.STALL
SCINTIG.STALL
OFFICE/ROUNDSROOM
STANDINGSURGERY
STANDINGSURGERY
20' x 20' 20' x 20'
ROUNDSROOM
CONF.
STA
ND
. SU
RG
.S
TOR
AG
E12' x 24'
24' x 24'
10' x 16'
12' x 24'FLE
XIB
LE S
TALL
SFO
R M
AR
E /
FOA
LS /
LA
RG
E B
REED
S
OPERATIONS
OPERATIONS
16' x 22'
HOIST BEAM TO SURGERY
HO
IST
BEA
MTO
SU
RG
ER
Y
N.S.STO.
OUTPATIENTSTORAGE
CANOPY
18' WIDE
ULTRASOUND
®
NORTH
CSU EQUINE VETERINARY TEACHING HOSPITALPROGRAMMINGJULY 22, 2015
ORTHOPEDIC / ELECTIVE SOFT TISSUE
ORTHOPEDIC STALLS (12' x 12')......................................... 21ELECTIVE SOFT TISSUE STALLS (12' x 12')......................... 12OUTPATIENT STALLS (12' x 12')........................................... 07
SURGERYSUITE
SURGERYSUITE
DIRTYSURGERY
SUITE30' x 32' 30' x 32' 30' x 32'
SURGERYPREP ROOM
24' x 88'
ANESTH.PREP
OFFICE
WASHWASH
INDUCT. INDUCT.
RECOVERY
RECOVERY
RECOVERY
RECOVERY
MEDICINEALCOVE
STERILIZATION/PACKAGING
SURGERYSTORAGE
16' x 40'
18' x 26'
12' x 14'
12' x 12'12' x 12'
12' x 14'
12' x 14' 12' x 14'14' x 16'
12' x 12'12' x 12'12' x 16'
CORRIDOR
GAS TANKS
10' x 16'
REC
OVER
Y C
OR
RID
OR
14
' WID
E
CTWLK
INDOOR ARENASAND SURFACE
70' x 80'
PHARMACYWORK AREA
PHARMACYSTORAGE
ANESTHESIASUPPLY/SHOP/
STORAGE
18' x 30'
SURGERYTECH
12' x 26'CTWLK
DIRTYSURGERY
SUITE
30' x 30'
BREAK ROOM
18' x 20'18' x 24'
STANDINGSURGERY
STANDINGSURGERY
20' x 20' 20' x 20'
ROUNDSROOM
DIRTYSURGERY
PREP ROOM
MEN'SLOCKERS/SHOWER/
TOILET
WOMEN'SLOCKERS/SHOWER/
TOILET
20' x 42'
12' x 18'
CONF.
SC
RU
B
SC
RU
B
SC
RU
B
SC
RU
B
ORTHOPEDIC/ELECTIVE SOFT TISSUE
CRITICAL CAREBREEZEWAY
30' WIDE
STA
ND
. SU
RG
.S
TOR
AG
E
DOWN COLICKENTRY/ RECOVERY
DIR
TY O
.R.
20' x 26'
WATERRECOVERY
STOR. STOR. STOR.
ULTRASOUND IMA
GIN
GS
TOR
AG
E
10' x 16'
OU
TPA
TIEN
T
PHARMACY ALCOVE/ FLUIDS10' x 42'
CLIENTCONSULTING
OU
TPA
TIEN
T
HOIST BEAM
HOIST BEAM TO SURGERY
HO
IST
BEA
MTO
SU
RG
ER
Y
HOIST BEAM
HOIST BEAM
HOIST BEAM
OUTPATIENTEXAM ROOM
24' x 24'
18' WIDE
RADIOLOGY
VERTICALCIRCULATION
®
NORTH
CSU EQUINE VETERINARY TEACHING HOSPITALPROGRAMMINGJULY 22, 2015
SURGERY / ANESTHESIOLOGY / PHARMACY
20' x 20'
20' x 20'
COVERED PATIENT CIRCULATION10' WIDE
COVERED PATIENT CIRCULATION10' WIDE
VETERINARY PERSONNEL CORRIDOR - 8' WIDE
ISOLATIONEXAM ROOM
16' x 20'
STORAGE12'x16'
FEED STOR.12'x16'
WASH/PREP
12'x12'
WASH/PREP
12'x12' STORAGE
GI-CC EXAMROOM
PREPWASH
RECORDS/FILES
MONITORING
GI-CCISO
STALL
GI-CCISO
STALL
FEEDSTORAGE
FEEDSTORAGE
STORAGE
24' x 24'
12'x12'12'x12'
12'x24'
12'x12'12'x14'
14'x18'
GI - CRITICAL CARE
EQUINE MEDICINE
MEDICINE/GI-CC/
ISOLATIONCORRIDOR
DROP-OFF/LOADING/
UNLOADING
BREEZEWAY
NURSE'SLOUNGE/
WORKSPACE
ROUNDSROOM
STOR.
EQUINEMEDICINE
EXAM ROOM
ROUNDSROOM
MONITOR
12'x12'
12'x12'
12'x12'
PREP
WASH
SUPERVISOROFFICE
AN
TE
AN
TE
AN
TE
AN
TE
AN
TE
AN
TE
AN
TE
AN
TE
ISOLATIONEXAM ROOM
16' x 20'
ANTE
ANTE
OUTPATIENT
AN
TE
FORKLIFTS/OPERATIONS
HO
IST B
EA
MH
OIS
T BEA
M
HOIST BEAM HOIST BEAM
HOIST BEAM
HO
IST B
EA
M
®
NORTH
CSU EQUINE VETERINARY TEACHING HOSPITALPROGRAMMINGJULY 22, 2015
ISOLATION / GI - CRITICAL CARE
ISOLATION STALLS (14' x 14')......................................... 06ISOLATION STALLS (14' x 22')......................................... 02GI - CRITICAL CARE STALLS (12' x 12')........................... 13
FERNO UNIT
24' x 43'
HYDROTHERAPY
STOR.MECHANICAL
WASHWASH
REHAB STALLS
REHAB STALLS
FEED STORAGE12' x 24'
SO
LAR
.
SO
LAR
.
WA
SH
/S
OLA
R.
SPORTS MEDICINE/OUTPATIENT
SPORTSMEDICINE
EXAM ROOM
SPORTSMEDICINE
RADIOLOGYEXAM ROOM
FIRE LANE / CIRCULATION ALLEY BREEZEWAY
M / EOFFICE OFFICEOFFICEOFFICE
SO
LAR
.
INDOOR ARENA
REHABILITATIONEXAM ROOM
CONFERENCEROOM
INTERNWORKSPACELOCEKRS/
TOILETS
FARRIER
STORAGE
PREP/WASH
PREP/WASH
24' x 24' LINEAR POOL
STOR.
SPORTSMEDICINE
AMBULATORYGARAGE
®
NORTH
CSU EQUINE VETERINARY TEACHING HOSPITALPROGRAMMINGJULY 22, 2015
REHABILITATION
REHABILITATION STALLS (12' x 12')........................................ 24SPORTS MEDICINE OUTPATIENT STALLS (12' x 12')............. 04
WASH
LAMENESS RUNWAY
GA
IT AN
AL Y
SIS
SPORTS MEDICINE/OUTPATIENT
SPORTSMEDICINE
EXAM ROOM
SPORTSMEDICINE
RADIOLOGYEXAM ROOM
BREEZEWAY
M / E
FARRIER
STORAGE
PREP/WASH
PREP/WASH
24' x 24' LINEAR POOL
122' - 0"
78' - 0"
MECHANICAL/EQUIPMENT
STOR.P
RO
PR
IOC
EP
TIVE TR
AC
K
ORTHOPEDICHILL
42' - 0"
®
NORTH
CSU EQUINE VETERINARY TEACHING HOSPITALPROGRAMMINGJULY 22, 2015
REHAB & SPORTS MEDICINE
AMBULATORYROUNDSROOM
OFFICE OFFICE OFFICE10'x12'10'x12' 10'x12'
12'x12'OH DOOR
12'x12'OH DOOR
12'x12'OH DOOR
STORAGE16'x36'
RES
EA
RC
HH
OR
SE S
HED
STA
LLS
TUR
N-O
UTS
16'x24'
14'x14'OH DOOR
14'x14'OH DOOR
14'x14'OH DOOR
14'x14'OH DOOR
HAY /BEDDING /
FEED /STORAGE
105'x42'
SERVICE YARD
®
NORTH
CSU EQUINE VETERINARY TEACHING HOSPITALPROGRAMMINGJULY 22, 2015
AMBULATORY GARAGE & SUPPORT BUILDINGS
OPEN TOSURGERY PREP
BELOWOPEN TOARENA BELOW
CONFERENCEROOM
VERTICALCIRCULATION
CLASSROOM
INTERACTIVE / GROUPWORK SPACE
36' X 40'
CONFERENCEROOM
EDGE OF ROOF
EDGE OF ROOF
RADIOLOGYOFFICE
RADIOLOGYOFFICE
SURGERYOFFICE
SURGERYOFFICE
MEDICINEOFFICE
MEDICINEOFFICE
MEDICINEOFFICE
SURGERYOFFICE
OFFICE
SURGERYOFFICE
SURGERYOFFICE
SURGERYOFFICE
POSTDOCTORATE
OFFICE OFFICE
BREAKROOM/KITCHEN
RESIDENTS
STORAGE/A/V
PRINTROOM
25' X 30'
12' X 16'
12' X 12'
10' X 12'
10' X 12'10' X 12'10' X 12' 10' X 12' 10' X 12'
24' X 42'
STORAGEA/V
OPEN TOCORRIDOR
BELOW
OPEN TOCORRIDOR
BELOW
VERTICALCIRCULATION
STORAGEA/V
10' X 12'
10' X 12'
10' X 12'
10' X 12'
10' X 12'
10' X 12'
OPEN TOCORRIDOR
BELOW
WOMEN MEN
ROOF
BREEZEWAY
BREEZEWAY
26' X 30'
CLASSROOM
STO
RA
GE/
A/V
STORAGE
FO
R R
EF
ER
EN
CE
ON
LY -
NO
T F
OR
CO
NS
TR
UC
TIO
N
Copyright C
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7/22 /2015 1 1:04:32 PM
2014
POPULOUSColorado State University - Equine Teaching Hospital
May 12, 2014
Space Type Room Description Units SF Total NSFTotal GSF
x1.15 AdjacenciesCovered Loading / Unloading Covered Unloading Area 1 7 000 5 675 6 526
Client Entrance/ Admissions Area/ Clinical Stalls
Critical Care Breezew ay 1 2 915 2 915 3 352 Surgery/ GI CC/ Medicine/ Pharmacy
SUB-TOTAL 8,590 9,879
Exam and Treatment Area General Treatment/ Exam Area 1 576 576 662 Covered Loading/Unloading
SUB-TOTAL 576 662
Building Entry Client Entrance/ Admissions Area 1 400 400 460Visitor Entry Vestibules (2) 2 155 310 357 covered unloading/receptionFaculty Entry 1 340 340 391
Reception 1 80 80 92 Central
Waiting 1 400 400 460Reception, Client Consulting Room, Public toilets Vending
Client Coat Storage 1 50 50 58 Waiting Vending Area 1 80 80 92 Waiting Client Consulting Area 1 230 230 265 Waiting Area Surgical Suites
SUB-TOTAL 1,890 2,174
Public Restrooms Public Restroom - Men 1 90 90 104 Waiting AreaPublic Restroom - Women 1 90 90 104 Waiting AreaJanitor Closet 1 70 70 81
SUB-TOTAL 250 288
Business Office Business Office 3 32 96 110
Reception/AdmissionsWork / Copy / Print Area 1 75 75 86
Storage 1 120 120 138
SUB-TOTAL 291 335
Outdoor Support Outdoor Riding Arena 1 20 000 20 000 21 000
Paddocks 1 25 800 25 800 25,800 Outdoor ArenaSUB-TOTAL 45,800 46,800
11,597 13,337
Space Type Room Description Units NSF Total
x1.2 AdjacenciesEducation Classroom 2 750 1 500 1,725 Surgery Prep Main Corridor
Classroom Storage 2 150 300 345 Audio Visual Equipment and storageConference / Meeting Room 1 1 008 1 008 1 159 Indoor ArenaConference / Meeting Room Storage 1 192 192 221 Conference / Meeting RoomInteractive Group Work Space 1 1 440 1 440 1 656
Toilets 2 190 380 437SUB-TOTAL 4,820 5,543
Office Surgery Offices 6 120 720 828
Medicine Offices 3 120 360 414
Radiology Offices 2 120 240 276
Unassigned Offices 2 120 240 276
Post Doctorate Office 1 120 120 138
Residents/ Intern Office 1 500 500 575 EntrySUB-TOTAL 2,180 2,507
Break Room 1 360 360 414 CentralizedBreak Room/Kitchen 1 144 144 166 OfficesLocker/ Show er/ Toilet Room 2 338 676 777 CentralizedStorage 1 96 96 110Print Room 1 144 144 166
1,420 1,633
8,420 9,683
Space Type Room Description Units NSF Total
x1.2 Adjacencies
Stall Areas Stalls 17 144 2 448 2,815 MRI Elective Soft Tissue
Mare/Foal 4 144 576662
Sand Stall 1 144 144 166
Hoist Stall 1 0 0 0Corridor, Surgery, Indoor Arena, Elective Soft Tissue
Aisle Circulation 1 3,744 3,744 4 306
SUB-TOTAL 6,912 7,949
Exam and Treatment Area
General Treatment/ Exam Area 1 576 576 662 Elective Soft Tissue
Exam Prep Area 1 144 144 166 Elective Soft Tissue
Wash Stall 1 144 144 166 Share w ith Elective Soft TissueSUB-TOTAL 864 994
Nursing Monitoring Station 1 288 288 331
Rounds Room 1 288 288 331SUB-TOTAL 576 662
Support Areas Feed Storage 1 144 144 166 Share w ith Elective Soft TissueUtility Storage 1 288 288 331 Share w ith Elective Soft TissueSUB-TOTAL 432 497
8,784 10,102
Space Type Room Description Units NSF Totalota GS
x1.2 Adjacencies
Stall Areas Stalls 9 144 1 296 1 490 Orthopedic
Mare/Foal 4 144 576 662
Hoist Stall 1 0 0 0Corridor, Surgery, Indoor Arena, Elective Soft Tissue
Aisle Circulation 1 1,872 1,872 2 153
SUB-TOTAL 3,744 4,306
Exam and Treatment Area
General Treatment/ Exam Area 1 0 0 0 Orthopedic
Exam Prep Area 1 0 0 0 Orthopedic
Wash Stall 1 0 0 0 Share w ith Orthopedic
SUB-TOTAL 0 0
Nursing Monitoring Station 1 0 0 0 Share w ith Orthopedic
Rounds Room 1 0 0 0 Share w ith OrthopedicSUB-TOTAL 0 0
Support Areas Feed Storage 1 0 0 0 Share w ith OrthopedicUtility Storage 1 288 288 331SUB-TOTAL 288 331
4,032 4,637
Space Type Room Description Units NSF TotalTotal GSF
x1.2 AdjacenciesStall Areas
Stalls 5 144 720 828 IsolationHoist Stall 2 144 288 331
g y Soft Tissue
Sand Stall 1 144 144 166 Isolation
Mare/Foal 4 144 576 662 Isolation
Isolation Stalls 2 216 432 497 Exit/Isolation
Aisle Circulation 1 2,112 2,112 2 429 Exam and TreatmentSUB-TOTAL 4,272 4,913
Exam and Treatment Area General Treatment/ Exam Area 1 576 310 357
Exam Prep Area 1 144 140 161
Wash Stall 1 144 144 166
SUB-TOTAL 594 683
Nursing Monitoring Station 1 252 252 290 Share w ith Isolation
Rounds Room 1 400 400 460 Share w ith IsolationSUB-TOTAL 652 750
Support AreasOutdoor Round Pen 1 3 000 3 000 3 450
Outdoor Round Pen Circulation 1 3,000 3,000 3,450
Patient Record Review / Files 1 200 200 230 StagingFeed Storage 2 144 288 331
Utility Storage 1 144 144 166
SUB-TOTAL (buildings only) 3,632 4,177
9,150 10,523
Space Type Room Description Units NSF TotalTotal GSF
x1.2 AdjacenciesStall Areas
Stalls 5 280 1 400 1 610 Critical Care
Sand Stall 1 280 280 322 Critical Care
Mare/Foal 2 392 784 902 Critical Care
Circulation 1 2,940 2,940 3 381 Exam and Treatment
Circulation 1 1,000 1,000 1 150Exam and Treatment, Main Nurse's Station Lockers and Staging
SUB-TOTAL 6,404 7,365
Exam and Treatment Area General Treatment/ Exam Area 2 320 640 736
Exam Prep/ Wash Area 2 144 288 331
SUB-TOTAL 928 1,067
Support Areas Feed Storage 1 192 192 221
Utility Storage 1 360 360 414
SUB-TOTAL 552 635
7,884 9,067
Space Type Room Description Units NSF TotalTotal GSF
x1.2 AdjacenciesStall Areas
Stalls 16 144 2 304 2 650
Aisle Circulation 1 2,592 2,592 2 981 Exam and Treatment
SUB-TOTAL 4,896 5,630
General Treatment/ Exam Area 1 576 576 662
Exam Prep Area 1 144 140 161
Wash Stall 1 144 144 166SUB-TOTAL 860 989
Nursing Monitoring Station 1 144 144 166Rounds Room 1 288 288 331SUB-TOTAL 432 497
Support Areas Feed Storage 1 288 288 331
Utility Storage 1 144 144 166
Utility Storage 2 288 576 662
SUB-TOTAL 1,008 1,159
7,196 8,275
Space Type Room Description Units NSF TotalTotal GSF
x1.2 AdjacenciesStall Areas
Stalls 16 144 2 304 2 650
(7) Stalls for Group 1: Orthopedics, Elective Soft Tissue. (5) Stalls for Group 2: Isolation, Critical Care, Medicine. (4) Stalls for Group 3: Rehab & Sports Medicine
Aisle Circulation 2 1,440 2,880 3 312 Exam and TreatmentSUB-TOTAL 5,184 5,962
Exam and Treatment Area General Treatment/ Exam Area 2 576 1,152 1 325 One each for Group 1 and Group 2
SUB-TOTAL 1,152 1,325
Support AreasOutpatient Storage 1 240 240 276 One each for Group 1 and Group 2
SUB-TOTAL 240 276
6,576 7,562
Space Type Room Description Units NSF Total
x1.2 AdjacenciesMain Nurse Station
Supervisor Off ice 1 100 100 115Medicine, GI-CC, ISO, Surgery, Pharmacy Outpatient
Hourly/ Ambulatory Office/ Workspace 1 400 400 460Medicine, GI-CC, ISO, Surgery, Pharmacy Outpatient
SUB-TOTAL 500 575
Support AreasPersonal Belongings Storage 1 100 100 115 Centralized
SUB-TOTAL 100 115
600 690
Space Type Room Description Units NSF TotalTotal GSF
x1.2 AdjacenciesTreatment Areas Radiology Exam Room 1 720 720 828
Ultrasound Exam Room 1 1 200 1 200 1 380Nuclear Scintigraphy Exam Room 1 576 576 662Nuclear Scintigraphy Stalls 3 144 432 497Nuclear Scintigraphy Circulation 1 288 288 331
SUB-TOTAL 3,216 3,698
Support Areas
Processing/View ing Area 1 860 860 989 Radiology Exam Room Open Exam RoomOffice/ Rounds Room 1 352 352 405 Processing/ View ing Room
Imaging Storage 1 290 290 334 Processing/ View ing Room
Nuclear Scintigraphy Storage 1 144 144 166 Processing/ View ing Room
Mechanical/Electrical 1 290 290 334 Processing/ View ing RoomSUB-TOTAL 1,936 2,226
5,152 5,925
Space Type Room Description Units NSF TotalTotal GSF
x1.2 AdjacenciesTreatment Areas
Surgery Suite 2 960 1 920 2 208Surgical Preparation Area, Surgical Supply Storage Room Pharmacy
Surgery Suite 2 960 1 920 2 208Surgical Preparation Area, Surgical Supply Storage Room Pharmacy
Standing Surgery Suite 2 400 800 920Main Corridor, Surgical Supply Storage Room Pharmacy
Induction Room 2 168 336 386 Surgery Suite
Recovery Room 4 168 672 773 Surgery Prep
Water Recovery Room 1 260 260 299 Surgery Prep
Recovery Corridor 1 420 420 483 Main Corridor Surgery Prep RecoverySUB-TOTAL 6,328 7,277
Preparation Areas Surgery Prep Room 1 2 400 2 400 2 760 Induction Room
Dirty Surgery Prep 1 840 840 966 Dirty Surgery Suites
Anesthesia Prep Room 1 192 192 221 Prep Room Corridor Office
Medicine Alcove 1 216 216 248 Prep RoomWash/ Holding Stalls 2 144 288 331 Prep Room Induction CorridorSUB-TOTAL 3,936 4,526
Staff AreasOffice 1 224 224 258Rounds Room 1 160 160 184 CentralizedSurgery Tech Office 1 312 312 359 Main Corridor Surgery PrepRounds Room 1 160 160 184Conference Room 1 160 160 184 Main Corridor Surgery Tech Office
SUB-TOTAL 1,016 1,168
Support Areas
Surgery Storage 1 700 700 805 Open to Prep Room
Equipment Sterilization / Packaging Room 1 570 570 656Prep Room, betw een knock-dow n and surgery
Anesthesia Supply/ Shop/ Storage 1 540 540 621Prep Room, betw een knock-dow n and surgery
Surgery Room Storage 3 100 300 345 Surgery Suites
Standing Surgery Storage 1 200 200 230 Standing Surgery SuitesMed Gas Storage 1 850 850 978 Surgery Suites
SUB-TOTAL 3,160 3,634
14,440 16,606
Space Type Room Description Units NSF Total
x1.2 AdjacenciesStaff Areas
Pharmacy Work Area 1 432 432 497Surgical areas, Ortho, Critical, Medicine, Soft Tissue Isolation Outpatient
Medication Alcove 1 420 420 483Ortho, Critical, Medicine, Soft Tissue, Isolation Outpatient
SUB-TOTAL 852 980
Support Areas Pharmacy Supply Storage 1 520 520 598 Prep Room Surgical Supply RoomSUB-TOTAL 520 598
1,372 1,578
Space Type Room Description Units NSF TotalTotal GSF
x1.2 AdjacenciesCirculation
Main Corridor 1 8 662 8 662 9 961
Medicine/GI-CC/ISO Corridor 1 1 200 1 200 1 380
SUB-TOTAL 9,862 11,341
Ambulatory Rounds Room 1 384 384 442 Entry Critical Care Breezew ayAmbulatory Offices 3 120 360 414Ambulatory Garage 1 1 672 1 672 1 923
Ambulatory Storage 1 576 576 662SUB-TOTAL 2,992 3,441
Support Hay Storage 1 2 600 2 600 2 990Bulk Shavings Storage 1 1 600 1 600 1 840Feed Storage 1 0
Forklif t Garage 1 600 600 690Critical Care Breezew ay, Surgery, Isolation Medicine GI-CC
Chemical Room 1 170 170 196 Forklif t/OperationsBuilding Storage 1 300 300 345 Centralized
Security Control Room 1 200 200 230SUB-TOTAL 5,470 6,291
MEP Central Plant 1 0 0Boiler Room 1 0 0Air Handler Rooms 3 200 600 690Electrical Rooms 3 200 600 690Generator 1 0 0 0 budget allowanceMain Telecom/Data Room 3 120 360 414
Telephone / Data Closets 3 120 360 414
Fire Pump Room 2 250 500 575SUB-TOTAL 2,420 2,783
21,104 24,270
Space Type Room Description Units NSF TotalTotal GSF
x1.2 AdjacenciesStall Areas Stalls 24 144 3 456 3 974
Aisle Circulation 1 5 670 5 670 6 521
SUB-TOTAL 9,126 10,495
Therapeutic AreasIndoor Arena Area 1 11 200 11 200 12 880 Rehab / ORTHOObservation Area / Circulation 1 0 0 0 Rehab / ORTHOGait Analysis Lab 1 4 100 4 100 4 715 Rehab / ORTHOCovered Exerciser 1 3 000 3 000 3 450 ORTHO / EST / Rehab
Proprioceptive Track 1 1 300 1 300 1 495 ORTHO / EST / Rehab
Lameness Runw ay 1 1 400 1 400 1 610
Orthopedic Hill 1 680 680 782
SUB-TOTAL 21,680 24,932
Hydrotherapy Areas Linear Pool 1 1 500 1 500 1 725 Rehab / ORTHOSubmerged Treadmill 1 400 400 460 Rehab / ORTHOWash/Prep Area 1 2 670 2 670 3 071 ORTHO / EST / RehabSolarium 3 96 288 331 Rehab / ORTHOWash Stall/ Solarium 1 144 144 166 ORTHO / EST / RehabFerno Unit 1 660 660 759 ORTHO / EST / Rehab
SUB-TOTAL 5,662 6,511
Exam and Treatment Area
Sports Medicine General Treatment/ Exam Area 1 426 426 490Sports Medicine Radiology Exam Room 1 426 426 490Rehabilitation Exam Room 1 1 015 1 015 1 167Exam Prep/ Wash Area 2 240 480 552SUB-TOTAL 2,347 2,699
Offices 4 180 720 828
Intern Workspace 1 460 460 529Conference Room/rounds room 1 480 480 552
Lockers/ Toilets 2 225 450 518SUB-TOTAL 2,110 2,427
Support Areas Linear Pool Mechanical/ Equipment 1 288 288 331Hydrotherapy Mechanical 1 288 288 331Sports Medicine Exam Room Storage 1 400 400 460
Rehabilitation Exam Room Storage 1 230 230 265Rehabilitation Storage 2 144 288 331Storage 1 370 370 426Feed Room/ Storage 1 288 288 331
Farrier Room 1 576 576 662Mechanical/ Electircal Room 1 144 144 166Sports Medicine Garage 1 990 990 1 139SUB-TOTAL 3,862 4,441
38,815 44,637
Classification GSF13,3379,68310,1024,63710,5239,0678,2757,562690
5,92516,6061,57824,27044,637
0THE PROJECT HAS NOT BEEN DESIGNEDGENERAL SITE DEVELOPMENT (6 acres) 0
Storage shelves for cassettes/fully shielded
Pharmacy staff to dispense items to doctors and medical staff. After hours access to secured medication dispensing machine. Storage of
10-15 Bags of cardboard chips
Renovated space in ORC. Men's and Women's. ADA accessible.
Aisle adjacent to the arena
Pad Mounted
4 Forklif ts
Stocks, Upper Cabinets(sealable from spray and w ater), non-slip seamless f looring w ith drains.
Work counter w ith computer stations and sink, Upper Cabinets,
TOTAL - CLASSIFICATION 14: REHABILITATION & SPORTS MEDICINE
Renovated space in ORC.
Lockable, secured refrigerated storage for medications
Renovated space in ORC.
Renovated stalls in ORC.
Renovated stalls in ORC.
6' w ide track. Varying surfaces.of sand, gravel, clay, turf, rubber brick pavers, “air ride” mats, w ood chips mixed w ith sand. Each surface at least 18' long.
Low sloped hill w ith landing. At least 40' long and 12' w ide. Needs to be at least covered to be potected from the elements.
Renovated space in ORC.
Renovated courtyard in ORC.
Renovated stalls in ORC.Renovated stall in ORC.Renovated ORC surgery suite
Renovated courtyard in ORC.
Includes domestic w ater service
Renovated stalls in ORC.Renovated Space in ORC/MRI Room
Renovated stalls in ORC.
Comments
Renovated ORC.
Exterior access for easy servicing. Counters, bins, draw ers and storage.
CLASSIFICATION 1: PUBLIC SPACES
CLASSIFICATION 8: OUTPATIENT
CLASSIFICATION 12: PHARMACY
CLASSIFICATION 13: OPERATIONS & SUPPORT FACILITIES
4 Desks/w orkstations.
Accomodates 6 trucks.
Isolate from high traff ic areas and distracting noises. Doors on both ends. Include hydraulic lif t.
Allow for direct load-in/out at Critical Care Breezew ay
Covered and lockable.
8 cubbies
Recommended Program
Work counter w ith computer stations and sink, Upper Cabinets, Storage
Access to Second Floor Offices. Elevator, Stairs.
Recommended Program
CommentsPre-evaluation / Diagnostic / Main Entry. Provide security fence w / gates for safety of horses. Provide non-slip surface in unloading area.
Waiting area visible from Reception/Operations.Waiting area to accommodate 10-12 people.
Coffe Bar, Counter w / sink, 2 vending machines, trashPrivate access for doctors, video feed from surgical suite
CLASSIFICATION 14: REHABILITATION & SPORTS MEDICINE
80x140. Tw o 80x70 arenas, each w ith different surfaces. "Grippy" surface. Good for lunging.
SUMMARY
Central reception to direct clients to proper destination.
Files, medical records
Open Force Plate, Storage
TOTAL - CLASSIFICATION 3: ORTHOPEDICS
TOTAL - CLASSIFICATION 2: FACULTY / EDUCATION / ADMINISTRATION
CLASSIFICATION 11: SURGERY & ANESTHESIOLOGY
CLASSIFICATION 10: IMAGING(RADIOLOGY / ULTRASOUND)
6-horse Euroxciser. 60' Diameter
Individual Off ices renovated in ORC.Renovated space in ORC.
Provide ability to load a horse directly to the outside.
Estimated Direct Construction Cost
20'x20'. 4 Ambulatory/ Hourly desks/w orkstations. Fridge, microw ave, stackable f ile storage
Total Estimated NSF
CLASSIFICATION 14: REHABILITATION & SPORTS MEDICINERecommended Program
CLASSIFICATION 5: GI - CRITICAL CARE
CLASSIFICATION 7: MEDICINECLASSIFICATION 8: OUTPATIENT
11,5978,4208,7844,0329,1507,8847,1966,576
CLASSIFICATION 5: GI - CRITICAL CARE
38,815
Support Areas
6005,15214,4401,37221,104
NOTE: Square footage estimates based on preliminary design - verification and refinement are required,
CLASSIFICATION 10: IMAGING(RADIOLOGY/ULTRASOUND)
CLASSIFICATION 13: OPERATIONS & SUPPORT
CLASSIFICATION 11: SURGERY & ANESTHESIOLOGYCLASSIFICATION 12: PHARMACY
CLASSIFICATION 9: NURSING
Renovated ORC conference room.
CLASSIFICATION 1: PUBLIC SPACES
CLASSIFICATION 3: ORTHOPEDICSCLASSIFICATION 2: FACULTY, ADMINISTRATION & EDUCATION
CLASSIFICATION 6: ISOLATION
CLASSIFICATION 4: ELECTIVE SOFT TISSUE
Separate from rest of facilityAnderson Sling, Positioning Devices, Equine Lift, Foal Table, Neuro padding, Neuro Cart.
Comments14'x14' Stalls. No seams in f looring/w alls. Dandy or Robbins Durathon Classic Animal Flooring. 6'x14' Ante Room w hich includes closet for tool and manure storage. Double Doors/Forklif t accessbile. Capable of accomodating Neuro cases.
Able to look at a patient record w /out gow ning up
Stocks, Upper Cabinets(sealable from spray and w ater), non-slip seamless f looring w ith drains.
Diagnostic Equipment, Carts, Floor Lamps, Buckets, Floor Cleaning Tools
High Risk Patients that aren't ready for Isolation, or need further diagnostics. Scaled dow n ante room for better foot disenfection. Hand sink.
20'x14' Stall. For laminitis cases. 4" deep sand f looring. Stall has 6'x14' Ante Room w hich includes closet for tool and manure storage. Double Doors/Forklif t accessible.
10'x12' Individual Off ices10'x12' Individual Off ices10'x12' Individual Off ices
Storage for book bags, computer w orkstations
12'x12' Stalls w ith f lexible partition to create a 12'x24' foal play pen or connected mare stall and foal stall.
Recommended Program
ADA compliantADA compliant
Able to drop-off contagious cases directly into the Critical and Medicine Wings. Direct access for dow n horses in trailer to Dirty Surgery. Private loading of dead horses.
Primary visitor access points near reception
Pre-Evaluation Area. Stocks, Upper Cabinets(sealable from spray and w ater), non-slip seamless f looring w ith drains.
Indiviual Storage Rooms w ith direct access from surgery suites.
Recommended Program
TOTAL - CLASSIFICATION 6: ISOLATION
Recommended Program
Stocks, Verify Upper Cabinets(sealable from spray and w ater), non-slip seamless f looring w ith drains.
Recommended Program
10'x10' Off ice
Shared w ith Orthopedic. Work counter w ith computer stations and sink, Upper Cabinets, StorageIn Prep Area. 12'x12'. Non slip f looring w ith drain. Possible overhead radiant heating. Provide recessed, retractable hose reel w ith cold/hot w ater.
Comments12'x12' Stalls w ith f lexible partition betw een every other stall to potentially create (8) 12'x24' foal play pen or mare/foal stall. 10' tall
Comments
CLASSIFICATION 4: ELECTIVE SOFT TISSUE
Allow to load a lame horse from Indoor Arena, and to easily load a lame horse to Surgery. Shared w ith Elective Soft Tissue. Part of Mare/Foal Stall.
Storage for book bags, computer w orkstations
Recommended Program
Recommended Program
12' Wide. Non-slip seamless f looring w ith drains.
Shared w ith Orthopedic. Stocks, Upper Cabinets(sealable from spray and w ater), non-slip seamless f looring w ith drains.
Central reduces redundancy / separate for biosecurity
12'x12' Stalls.
Comments
For laminitis cases. 4" deep sand f looring.
12' Wide. Non-slip seamless f looring w ith drains.
Shared w ith Elective Soft Tissue. Stocks, Upper Cabinets(sealable from spray and w ater), non-slip seamless f looring w ith drains.Shared w ith Elective Soft Tissue. Work counter w ith computer stations and sink, Upper Cabinets, StorageIn Prep Area. 12'x12'. Non slip f looring w ith drain. Possible overhead radiant heating. Provide recessed, retractable hose reel w ith cold/hot w ater.
CLASSIFICATION 3: ORTHOPEDICS
TOTAL - CLASSIFICATION 4: ELECTIVE SOFT TISSUE
Paved Area around round pen. Drive aisle for loading and unloading horses.
Separate from rest of facility
Carts, Floor Lamps, Positioning Devices
Direct Access to Surgery Prep Room
Estimated Direct Construction Cost
ADA Compliant
10'x12' Individual Off ices
Shared w orkspace for Ambulatory Intern and Residents. 8 - 10 w orkstations w ith computers.
10'x12' Individual Off ice
Serves w hole facility, community / interaction / etc.
Comments50-60 people. View s to corridor and/or surgery prep.
Groups, demonstrations, seminars, clinics, etc. potential sponsorship. Audio Visual Equipment and storage
100x200. Covered. Sand.
Recommended ProgramCLASSIFICATION 2: FACULTY / EDUCATION / ADMINISTRATION
TOTAL - CLASSIFICATION 1: PUBLIC SPACES (building sf only)
Computer Workstations. Billing,deposits,collection,cashier.Copy machine, w ork counter, printer, f iles, supply storage
SUB-TOTAL
Refrigerator, Microw ave, Sink
Allow to load a lame horse from Indoor Arena, and to easily load a lame horse to Surgery. Shared w ith Elective Soft Tissue. Part of Mare/Foal Stall.
12'x12' Stalls. 12'x12' Stalls w ith f lexible partition to create a 12'x24' foal play pen or connected mare stall and foal stall.
Recommended Program
Recommended Program
Recommended Program
3-4 Workstations. Enough w all spaec and baff ling to have individual dictating and conversations w ith clients. Residents w ill also be using this room.
TOTAL - CLASSIFICATION 10: IMAGING(RADIOLOGY / ULTRASOUND)
Storage for book bags, computer w orkstations
Work counter w ith computer stations and sink, Upper Cabinets, Storage
12'x12'. Non slip f looring w ith drain. Possible overhead radiant heating. Provide recessed, retractable hose reel w ith cold/hot w ater.
Neuro padding, gates/play pens 6'x4' each, foal padding, foal beds. Foal positioning devices, metal carts, dystocia cart, foal rolling beds.
12'x12' Stalls. 10' tall partitions. No seams in f looring/w alls. Dandy or Robbins Durathon Classic Animal Flooring. Double Doors/Forklif t accessbile. Capable of accomodating Neuro cases.
Recommended Program
12' Wide. Non-slip seamless f looring w ith drains.
Stocks, Upper Cabinets(sealable from spray and w ater), non-slip seamless f looring w ith drains.
Covered Round Pen. For w alking colicks, especially at night
Carts, Floor Lamps, Positioning Devices
Comments12'x12' Stalls. Yokes or w ire mesh at stall fronts. No seams in f looring/w alls. Dandy or Robbins Durathon Classic Animal Flooring. Double Doors/Forklif t accessbile. Capable of accomodating Neuro cases.
12'x12'. For laminitis cases. 4" deep sand f looring.12'x12' Stalls w ith f lexible partition to create (1) 12'x24' foal play pen or connected mare stall and foal stall. For Mare/Foal pairs,
12' Wide. Non-slip seamless f looring w ith drains.
Stocks, Upper Cabinets(sealable from spray and w ater), non-slip seamless f looring w ith drains.
Work counter w ith computer stations and sink, Upper Cabinets, Storage
12'x12'. Non slip f looring w ith drain. Possible overhead radiant heating. Provide recessed, retractable hose reel w ith cold/hot w ater.
Storage for book bags, computer w orkstations
Separate from rest of facilityGI Simulation Horse Model, Buckets, Shovels, Muzzles, Floor Lamps, Positioning Devices, Carts
(2) 28'x14' Isolated Units. 14'x14' Mare stall w ith f lexible partition to create (1) 14'x22' foal play pen or connected mare stall and foal stall. Each stall has a 6'x14' Ante Room and closet for tool and manure storage. Double Doors/Forklif t accessible.
Dedicated circulation for patient and husbandry personnel movement.Dedicated circulation for nurses, staff, students, vetreinary personnel w ith high visibility of stalls.
Comments
Neuro padding, gates/play pens 6'x4' each, foal padding, foal beds. Foal positioning devices, metal carts, dystocia cart, foal rolling beds.
Comments
TOTAL - CLASSIFICATION 12: PHARMACY
Storage shelves for cassettes
Comments
12' Wide. Non-slip seamless f looring w ith drains.
TOTAL - CLASSIFICATION 9: NURSING
TOTAL - CLASSIFICATION 7: MEDICINE
Fully shielded room.For multiple cases, observation. 2 Sets of Stocks.
TOTAL - CLASSIFICATION 8: OUTPATIENT
TOTAL - CLASSIFICATION 5: GI - CRITICAL CARE
Comments
CLASSIFICATION 9: NURSING
CLASSIFICATION 7: MEDICINE
CLASSIFICATION 6: ISOLATION
TOTAL - CLASSIFICATION 11: SURGERY & ANESTHESIOLOGY
20' Wide. Seamless, non-slip f looring w ith drains.
20' Wide. Seamless, non-slip f looring w ith drains.
4-5 w orkstations
12'x80'. Drug cabinet, sink. Off to one side. Protected from Prep area.12'x12'
14'x16'. Monitors for each recovery stall. Many people come and go. Provide at least 3 w orkstations that can also be used by students.
Room w ith large surfaces for drying. Alcoves in hallw ay for sterilization barrels, hoses and equipment. Floor drains.
Large animal machines, carts, ropes and extra pads. 3 Anthroscopy tow ers, Fluoroscopy Unit, Brachytherapy Unit, Endoscopy Tow er, X-Ray machine and DR system, Lead Screen for Brachytherapy Unit that is 4' w ide X 7'-8' tall, Fluid Hanger Stands, 2 mayo stand, Colic Enterotomy table, Colic Enterotomy Bucket
20'x16'. Countertops, deep sink, and built-in shelving. Maintain tools, supplies and equipment.
Accomodates 6 trucks.
Comments
20 Bales of Hay. 10 Bales of Straw .
Comments
Clean Surgery
12'x14'. Permanent padding. Shanks, Dandy.12'X14'. Isolate from high traff ic areas and distracting noises. Catw alk betw een for view ing, safe exit. Doors on both ends. Include fold out partitions to assist w ith stand-up.
Dirty Surgery
Centralized.
Floor and Foot Bath Chemicals, Fly System
Exam and Treatment Area
Renovated stall n ORC.
Office/ Staff and Education
Fully Shielded Room.Fully Shielded Stalls.Fully Shielded Corridor.
Room w ith large surfaces for drying. Alcoves in hallw ay for sterilization barrels, hoses and equipment. Floor drains.
Storage for book bags, computer w orkstations
Storage for book bags, computer w orkstations
Indiviual Storage Rooms w ith direct access from surgery suites.
12'x16'
TOTAL - CLASSIFICATION 13: OPERATIONS & SUPPORT FACILITIES
Central Stock/Storage/Supply Room
24'x88'. Non-slip f loor w ith drains.
14' Wide.
CODE ANALYSIS PART 1 – GENERAL 1.1 CODE ANALYSIS
A. Following is a code analysis which summarizes the project parameters based on the 2012 International Building Code
B. Contractor is responsible for familiarizing themselves and their sub-contractors with all code requirements specific to this project and shall notify the Architect immediately should a non-complying issue arise.
C. Contractor is responsible for providing and installing code complying building systems and components whether or not specifically noted in the attached document.
D. Should any conflicts arise between code analysis represented here or information in the plans, then the more restrictive requirement shall control.
E. Effective January 1, 2014, all projects that start construction after that date must use the State Electrical and Plumbing Board inspectors for construction code inspections on projects.
F. It is required that the Contractor acquire and pay the associated fees for the Electrical and Plumbing permits based upon the Construction Documents (plans and specs),coordinate all inspections, and secure the inspector’s signature on the Building Inspection Record.
REGULATORY AGENCIES: State of Colorado, State Architect and Colorado State University Safebuilt: Independent Code Consultant for CSU GOVERNING CODES: Colorado State University has adopted all International Codes (I-Codes) published by the International Code Council (ICC) as listed in the International Building Code 2012, Introduction. The following model Building Codes have been adopted without amendments and are the basis of the code analysis.
• 2012 International Building Code (IBC) • 2012 International Mechanical Code • 2012 International Plumbing Code • 2012 International Fuel Gas Code • 2014 National Electric Code • 2012 International Energy Conservation Code • The National Fire Protection Association Standards (NFPA) • 2003 ICC/ANSI A117.1 Accessible and Usable Buildings and Facilities
CERTIFICATE OF OCCUPANCY: SEC 111: A certificate of occupancy is required prior to use and occupancy of the new and existing
structures. The existing adjacent building is impacted by the new construction but there is no change in use or occupancy for that structure and portion of structure.
OCCUPANCY GROUP CLASSIFICATION: SEC 304: EVTH Type ‘B’ Business/Education beyond the 12th grade The Equine Veterinary Teaching Hospital is classified primarily as B Business/Education
with non-separated S-1 and A-3 occupancy groups. Sport Medicine & Rehabilitation Building Type ‘B’ Business/Education beyond the 12th grade The Equine Veterinary Teaching Hospital is classified primarily as B Business/Education
with non-separated S-1 occupancy groups. Ambulatory Garage and Hay/Bedding/Feed Storage Type ‘S-1’ Moderate Hazard Storage The Ambulatory Garage and Hay/Bedding/feed storage buildings are classified S-1 for
use as motor vehicle repair garage and grains storage. The Ambulatory Garage has a non-separated Type ‘B’ occupancy for offices and rounds room.
Research Horse Shed(relocated): Type ‘U’ Utility and Miscellaneous The Research Horse Shed is an existing building with turn-out paddocks, that will be
relocated. It is a stable and agricultural building. OCCUPANCY SEPARATIONS: SEC 508.3.3 EVTH A-3/B=1 hour separation required if equipped with an automatic sprinkler system.
o There is a 1 hour separation required between the Conference Room on Level 2 and the rest of the Hospital and Offices.
B/B=no separation required B/S-1=no separation required Sport Medicine and Rehabilitation Building B/S-1=no separation required Ambulatory Garage and Hay/Bedding/Feed Storage B/S-1=no separation required ALLOWABLE AREA MIXED USE OCCUPANCIES: SEC 508.3 Non-separated uses: Each portion of the building shall be individually classified as to use.
The required type of construction for the building shall be determined by applying the height and area limitation for each of the applicable occupancies to the entire building. The most restrictive type of construction shall apply to entire building. This allows no occupancy separation within the buildings unless required by other provisions.
INCIDENTAL USE AREAS: Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU/hr input are required
to be separated by 1 hour construction. o Mechanical units are to be roof top mounted
Rooms with any boiler over 15 psi and 10 horsepower are required to be separated by 1 hour construction.
BUILDING AREA CALCULATIONS: EVTH Level 1: 102,600 gsf EVTH Level 2: 12,000 gsf Total Area: 114,600 GSF Sports Medicine Addition: 22,615 gsf Sports Medicine Light Renovation: 19,600 gsf Total Area: 42,215 GSF Ambulatory Garage: 3,500 GSF Research Horse Shed: 2,065 GSF(relocated, existing building) Hay/Feed/Bedding Storage: 4,510 GSF(relocated, existing Gait Lab) TOTAL OVERALL AREA: 166,890 GSF ALLOWABLE AREA AND CONSTRUCTION TYPE ANALYSIS: The construction type will be classified as Type II-A (noncombustible, fully sprinkler protected)
- Structural Frame is primarily structural steel post and beam combined with load bearing masonry. (1-hour fire resistance rating)
- Exterior Walls are load bearing masonry, with a combination of metal panels and split face masonry veneer.
- Interior bearing walls are a combination of load bearing masonry and steel framed. - Roof framing is 1-hour rated steel bar joists and metal decking, or 0-hour(non-
combustible, unprotected steel) where the lowest roof member is 20 feet or more above the floor.
- The building will be fully sprinkler protected As such we will analyze the existing structure based on those requirements for a sprinkler protected building set forth in chapter 5 of the IBC. Construction Type II-A for Occupancy Type B - EVTH Table 503 37,500 SF max per floor
o The total floor area of the EVTH at level 1 is 94,810 and will require increases as outlined below
5 stories maximum above grade o This project is 2 stories above grade
65’ max height o The height of the clerestory and second floor roof is 38’. o The height of the entry roof overhang is 40’ above the lowest grade around
the building. SEC 504.2 Automatic Sprinkler System increase
o Height may be increased 20’ as the building is equipped with an approved automatic sprinkler system. 85’ max
o Max stories may be increased by 1 ~ 6 stories max
o 200% Area increases in accordance with SEC 506.3 SEC 506.1 Area modifications calculations: Aa = At + {At * If} + {At * Is}
o Aa = Allowable area per floor (with increases applied) o At = Tabular floor area per floor table 503
37,500 SF o If = Area increase (%) due to frontage per 506.2
As calculated below o Is = Area increase (%) due to sprinkler protection
200% increased allowed for 2 story building Aa = 37,500 + {37,500 * 71/100} + {37,500 * 200/100} Aa = 37,500 + 26,625 + 75,000 Aa = 139,125 allowable area per floor for construction type II-A SEC 506.1 Area increase due to frontage: If = 100{F/P-0.25}W/30 If = Area increase due to frontage
F = Building perimeter that frons on a public way or open space having 20 feet open minimum width
o North Façade = 705’-8” perimeter o East Façade = 304’-0” perimeter o South Façade = 654’-4” o West Façade = 260’-0”
P = Perimeter of entire building o 1,996’-0”
W = Width of public way or open space in accordance with 506.2.1 o The EVTH has a public way of at least 30’-0” around the majority of the
building, with the exception of a breezeway between the Critical Care wing and a round pen for walking horses.
SEC 506.4 Total Area determination: Aa x 5 stories max allowable = total allowable building area 139,125 x 3 = 417,375 SF total allowable building area if it were a 3 story structure Since the total building area of the EVTH is 114,600 and is only a two story structure, it is under the maximum allowable area per floor and total building area. Construction Type II-A for Occupancy Type B – Sports Medicine & Rehabilitation Table 503 37,500 SF max per floor
o The total floor area of the Sports Medicine & Rehabilitation building at level 1 is 41,200 and will require increases as outlined below
5 stories maximum above grade o This project is 1 story above grade
65’ max height o The height of the ridge of the gable is 38’.
SEC 504.2 Automatic Sprinkler System increase o Height may be increased 20’ as the building is equipped with an approved
automatic sprinkler system. 85’ max
o Max stories may be increased by 1 ~ 6 stories max o 200% Area increases in accordance with SEC 506.3
SEC 506.1 Area modifications calculations: Aa = At + {At * If} + {At * Is}
o Aa = Allowable area per floor (with increases applied) o At = Tabular floor area per floor table 503
37,500 SF o If = Area increase (%) due to frontage per 506.2
As calculated below o Is = Area increase (%) due to sprinkler protection
200% increased allowed for 2 story building Aa = 37,500 + {37,500 * 0/100} + {37,500 * 200/100} Aa = 37,500 + 0 + 75,000 Aa = 112,500 allowable area per floor for construction type II-A Area increases as determined by a public way will not be a determining factor. We used a
value of Zero for that category. Since the total building area of the Sports Medicine & Rehabilitation building is 42,215 and is only a one story structure, it is under the maximum allowable area per floor and total building area. OCCUPANCY LOAD: For the purposes of occupancy load and exiting we will limit our analysis to the EVTH and the Sports Medicine & Rehabilitation buildings. The Sports Medicine Table 1004.1.2 EVTH: Maximum floor area allowances per occupant Level 1: General Business 1/100SF 13,935 / 100 = 139 Lab/Shops/Vocation 1/50 SF 14,688 / 50 = 293 Storage 1/300 SF 6,697 / 300 = 22 Total Occupants for Level 1 loaded to capacity is 454 Maximum floor area allowances per occupant Level 2: General Business 1/100SF 1,872 / 100 = 18 Classroom 1/20 SF 1,560 / 20 = 78 Assembly (Concentrated) 1/7 SF 1,008 / 7 = 144 Assembly (Unconcentrated) 1/15 SF 1,440 / 15 = 96 Storage 1/300 SF 561 / 300 = 1 Total Occupants for Level 2 loaded to capacity is 337 Total Occupants for EVTH loaded to capacity is 791. Sports Medicine and Rehabilitation: Maximum floor area allowances per occupant: General Business 1/100SF 1,647 / 100 = 16 Classroom 1/20 SF 470 / 20 = 23 Lab/Shops/Vocation 1/50 SF 11,965 / 50 = 239 Storage 1/300 SF 2,200 / 300 = 8 Total Occupants for Sports Medicine & Rehab loaded to capacity is 286.
SEC 10004.1 Design Occupant Load We note here that in determining means of egress requirements, the number of
occupants for whom means of egress facilities is provided in accordance with the above calculated loads.
EXITING: Table 1021.2 Minimum of 2 exits required as occupant load is greater than 49.
o There will be 10 exits located in the EVTH o There will be 5 exits located in Sports Medicine & Rehabilitation
SEC 1021.2.4 Minimum of three or more exits shall be provided from any story or occupied roof with an
occupant load from 501 to and including 1,000. o Adding Level 1 and Level 2 Occupant loads create occupancy of 791. o There will be 10 exits located on Level 1 in the EVTH.
Table 1005.3.1 Stairways = 0.3 x number of occupants = inches of exit width required
o 0.3 x 337 = 101.1 inches o Level 2 has a total of 108” exit width at stairs.
Table 1005.3.2 Other egress components (exit passageways, doorways) = 0.2 x number of occupants =
inches of width required. EVTH: 0.2 x 791 = 158.2”
o There are a total of 10 exit doors serving the EVTH o The total doorway exit width of the EVTH equates to 42’ or 504”
Sports Medicine & Rehab: 0.2 x 286 = 57.2” o There are a total of 5 doors serving this building. o The total doorway exit width equates to 24’ or 288”
SEC 1008.1.1 Minimum doorway width = 32”
o All exit doors are 36” wide and in compliance Table 1014.3 Common path of egress travel shall not exceed 100’ for occupancy type B with a
sprinkler system. Table 1016.1 Exit travel distance shall not exceed 300’ for occupancy type B with a sprinkler system. Table 1018.1 Corridor fire resistive rating is not required to be rated due to fire sprinkler protection.
o The non-bearing corridor walls will be non-rated with non-rated openings o There will be no fire dampers at the mechanical duct penetrations in non-
rated walls. Table 1018.2 The minimum corridor width shall not be less than 44”.
o Minimum corridors are 68” wide and in compliance o The smallest corridor in the existing ORC(new sports medicine &
rehabilitation) is 52” wide and in compliance. Table 1018.4 Where more than one exit or exit access doorway is required, the exit access shall be
arranged such that there are no dead end corridors more than 20’ in length. o There are no dead end corridors where more than one exit is required
o The aisle in Nuclear Scintigraphy is 23’-4” in length, but occupant load is less than 49 and as such, does not require more than one exit.
o Exceptions allow a dead-end corridor to be unlimited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corridor. Nuclear Scintigraphy aisle is 11’-4” wide. 2.5 * 11’-4” = 28’-4”. The length of the corridor is 23’-4” and thus less than 2.5 times the width.
SEC 1022.2 Vertical exit enclosures shall be not less than 1 hour fire rated.
o There are two(2) vertical exit enclosures, and both are 1 hour fire rated and in compliance.
ACCESSIBILITY: SEC 1103.1 This facility is required to be accessible to people with disabilities
o The entire facility is accessible
SEC 1104.5 Accessible entrance location shall coincide with or be located in the same general area as a circulation path
o The existing ORC(New Sports Medicine & Rehabilitation) is fully accessible. o New entries will be fully accessible.
SEC 1105.1 At least 60% of all public entrances shall be accessible
o 100% of all public entrances are accessible SEC 1106 Accessible Parking shall be provided if there is parking provided
o New accessible parking will be provided. PLUMBING FIXTURE COUNTS: For the purposes of plumbing fixture counts we will limit our analysis to the EVTH, Sports Medicine & Rehabilitation and the Ambulatory Garage. EVTH and Sports Medicine will be considered Educational facilities and the Ambulatory Garage is considered Storage EVTH Total Occupants Level 1: 454 EVTH Total Occupants Level 2: 337 Sports Medicine & Rehabilitation: 286 Ambulatory Garage: 20 Table 2902.1 For Educational facilities the following fixture counts are required: A total occupant load of 454 in EVTH Level 1 equates to 227 female and 227 male
o Female water closets: 1 per 50 For 227 women, 5 wc’s are required
o Male water closets: 1 per 50 For 227 men, 5 wc’s are required
o Female lavatories: 1 per 50 For 227 women, 5 lavs are required
o Male lavatories: 1 per 50 For 227 men, 5 lavs are required
o Drinking fountains: 1 per 100. A total occupant load of 454 equates to 5 df’s required.
o Service Sink: 1ss required
A total occupant load of 337 in EVTH Level 2 equates to 169 female and 168 male o Female water closets: 1 per 50
For 169 women, 4 wc’s are required o Male water closets: 1 per 50
For 168 men, 4 wc’s are required o Female lavatories: 1 per 50
For 169 women, 4 lavs are required o Male lavatories: 1 per 50
For 168 men, 4 lavs are required o Drinking fountains: 1 per 100. A total occupant load of 337 equates to 4 df’s
required. o Service Sink: 1ss required
1 Male and 1 Female changing rooms/bathrooms included in the above counts. At least one double bowl drinking fountain will be included on each level of the EVTH (one regular height and one ADA compliant) A hydration station will be added on Level 1 and Level 2 of the EVTH. Two janitorial closets with utility floor sinks will be included on Level 1, and one janitorial closet will be included on level 2. A total occupant load of 286 in Sports Med & Rehab equates to 143 female and 143 male
o Female water closets: 1 per 50 For 143 women, 3 wc’s are required
o Male water closets: 1 per 50 For 143 men, 3 wc’s are required
o Female lavatories: 1 per 50 For 143 women, 3 lavs are required
o Male lavatories: 1 per 50 For 143 men, 3 lavs are required
o Drinking fountains: 1 per 100. A total occupant load of 286 equates to 3 df’s required.
o Service Sink: 1ss required 1 Male and 1 Female changing rooms/bathrooms included in the above counts. A hydration station will be added. A janitorial closet with a utility floor sink will be included. Table 2902.1 For Storage facilities the following fixture counts are required: A total occupant load of 20 equates to 10 female and 10 male
o Female water closets: 1 per 100 For 10 women, 1 wc is required
o Male water closets: 1 per 100 For 10 men, 1 wc is required
o Female lavatories: 1 per 100 For 10 women, 1 lav is required
o Male lavatories: 1 per 100 For 10 men, 1 lav is required
o Drinking fountains: 1 per 1,000. A total occupant load of 20 equates to 1 df required.
o Service Sink: 1ss required A janitorial closet with a utility floor sink will be included. FIRE PROTECTION SYSTEM: SEC 903 An automatic sprinkler system is not required in group B occupancies.
o Although not required one is being provided under this scope of work at the time.
SEC 903.2.11.3 An automatic sprinkler system shall be installed throughout buildings with a floor level
having an occupant load of 30 or more that is located 55’ or more above the lowest level of fire department vehicle access.
o Not applicable SEC 906 Portable Fire Extinguishers shall be provided throughout in accordance with the IFC.
o Recessed cabinets will be located throughout the EVTH and Sports Medicine and Rehabilitation buildings
o Surface Mounted Brackets will be located in the Ambulatory Garage. Hay/Bedding/Feed Storage, and Research Horse Shed Buildings
SEC 907.2.2 In group B occupancies a manual Fire Alarm Detection System shall be installed in
accordance with NFPA 72 if the occupancy load is greater than 500 or more than 100 persons above or below the lowest level of exit discharge.
o The total occupant load of EVTH is 791 o A Fire Alarm Detection System is being provided in accordance with NFPA
72 o The total occupant load of Sports Medicine & Rehabilitation is 286 o Although the occupancy load is not greater than 500 and there are no
occupants above or below the level of exit discharge for Sports Medicine & Rehabilitation; a Fire Alarm Detection System is being provided in accordance with NFPA 72.
SEC 907.3 Duct smoke detectors are required as the HVAC system is over 2,000CFm. o Duct detectors are being provided.
SEC 907.4.3.1 Open area smoke detectors are not required as an automatic sprinkler system is
provided throughout and is connected to a fire alarm system. CONCEALED SPACES: SEC 718.2.3 Fire blocking shall be provided at the interconnection between concealed vertical stud
walls and concealed horizontal spaces created by an assembly of floor joists or roof trusses/joists.
SEC 718.4.3 Draft stopping is not required in the Concealed Space by automatic sprinkler. ROOFING: SEC 1505.1 For construction type II-A a roof class ‘B’ is required.
o UL Class ‘B’ to be provided in accordance with minimum CSU Standards. END OF SECTION 01100B
Equine Hospital Conceptual Budget
9/14/2015Estimated Costs-Low Estimated costs-Medium Estimated costs-High
Remarks
Site Survey, Geotechnical $ 100,000 $ 100,000 $ 100,000
Consultants - Architects, Engineers, Vibration, Acoustics $ 4,834,731 $ 5,073,441 $ 5,312,150 10.5% of construct costs (assumes DB)Commissioning and Advertisements $ 100,000 $ 100,000 $ 100,000
CSU Facilities Project Management $ 1,100,000 $ 1,100,000 $ 1,100,000 2% of $55M
Independent Code Review, code insp, material tests $ 280,000 $ 280,000 $ 280,000
DB RFP preparation $ 300,000 $ 300,000 $ 300,000
PFA Plan Review $ 93,345 $ 93,345 $ 93,345 based on $43M const costTotal Professional Services $ 6,808,076 $ 7,046,786 $ 7,285,495
Demolition and replacement of existing buildings as required $ 1,869,857 $ 1,869,857 $ 1,869,857 Demo costs approx $3/sf-KaempfeNew Space - 130,895 sqft @$314.45/sqft $ 39,102,618 $ 41,160,650 $ 43,218,683 includes ambulatory garage
Renovated space-19,600 gsf @ $99.81/sqft $ 1,930,467 $ 2,032,070 $ 2,133,674 renovation of Gail Holmes Building
Site Work Service/Utilities $ 1,800,000 $ 1,800,000 $ 1,800,000 DitescoSite Improvements/Landscaping $ 1,050,000 $ 1,050,000 $ 1,050,000 DitescoCovered round pen and covered riding arena- 29,791 gsf @ $76.39/ sqft
$ 2,161,976 $ 2,275,764 $ 2,389,552 pre engineered buildings
Subtotal Construction Costs $ 46,045,060 $ 48,318,484 $ 50,591,908
Fixed Equipment (equine medical FFE) $ 1,355,255 $ 1,355,255 $ 1,355,255 Populous estimate 9/15Moveable Equipment $ 903,503 $ 903,503 $ 903,503 Populous estimate 9/15CSU Communications $ 1,636,188 $ 1,636,188 $ 1,636,188 $12.5/sf new space
CSU Notifyer system
Total Equipment and Furnishings Costs $ 3,894,946 $ 3,894,946 $ 3,894,946
Relocation Costs- $ 200,000 $ 200,000 $ 200,000
Artwork and signage $ 275,000 $ 275,000 $ 275,000
Total Miscellaneous Costs $ 475,000 $ 475,000 $ 475,000
$ 57,223,082 $ 59,735,216 $ 62,247,350
Project Contingency 5% for New $ 2,861,154 $ 2,986,761 $ 3,112,367
Project Contingency 10% for Renovation
Total Contingency $ 2,861,154 $ 2,986,761 $ 3,112,367
60,084,236$ 62,721,977$ 65,359,717$
Escalation to Nov 2017-4% 62,487,606$ 65,230,856$ 67,974,106$
Escalation toNov 2018-4% 64,987,110$ 67,840,090$ 70,693,070$
Escalation to Nov 2019-4% 67,586,594$ 70,553,693$ 73,520,793$
180286 Total Project Cost / sqft---July 2014 333$ 348$ 363$
COLORADO STATE UNIVERSITYFacilities Planning Design and Construction
Subtotal Project Cost
Budget- midpoint of construction Nov 2016
This opinion of probable cost is made on the basis of experience, qualifications and best judgement of a professional cost consultant familiar with the construction industry, combined with the professional experience of Facilities Management. FM cannot guarantee that proposals, bids or actual construction costs will not vary from this cost estimate due to market conditions at the time of the bid.
Project Budget
Professional Services
Project Contingency
Miscellaneous
Equipment & Furnishings
Construction
September 8, 2015Conceptual Statement of Probable Cost Statement of Probable Cost
Fort Collins, COCSU Equine Veterinary Teaching Hopsital
383 INVERNESS PKWY, SUITE 240 • ENGLEWOOD • COLORADO • 80112
PHONE: 303-948-7224 • FAX: 303-948-7230
Cumming Project No. 15-00572.03
Prepared for Colorado State University
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost
Page1. Project Introduction / Qualifications
a. Introduction.............................................................................................................................................................. 3
2. Cost Summariesa. Executive Summary................................................................................................................................................. 7
b. Construction Cost Summary By System.................................................................................................................. 8
3. Control Areasa. Schedule Of Areas And Control Quantities.............................................................................................................. 9
4. Construction Cost Back Upa. New Veterinary Teaching Hospital........................................................................................................................... 11
b. Sports Medicine Addition......................................................................................................................................... 19
c. Sports Medicine Renovation.................................................................................................................................... 26
d. Ambulatory Garage.................................................................................................................................................. 32
e. Hay / Bedding / Feed Storage.................................................................................................................................. 37
f. Research Horse Shed.............................................................................................................................................. 42
g. Sitework................................................................................................................................................................... 47
TABLE OF CONTENTS
September 8, 2015
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CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
1 Conceptual Floorplan Package Dated 7/22/15, received 8/20/152 Surgery Area Enlargement Received 8/28/15 from Populus3 Exterior Renderings Dated 7/30/15, received 8/20/154 Architectural Narrative: Dated 8/19/15, received 8/20/155 Structural Narrative: Not dated, received 8/20/156 MEP Narrative: Dated 8/17/15, received 8/20/157 Civil Cost Estimate Received 9/8/15
Costs included herein have been based upon a construction period of 14 months. Any costs for excessive overtime to meet accelerated schedule milestone dates are not included in this estimate.
INTRODUCTION
Project Description
Basis of Estimate
This estimate is based on the following conceptual drawing packages, along with input from owner and design team:
Construction Schedule
The Portion of Work for this estimate involves the construction of a new equine veterinary teaching hospital (including partial second floor space and indoor arena), addition to existing sports medicine program space, light renovation of existing sports medicine space (including enclosure of courtyard to accommodate hydrotherapy area), ancillary structures for ambulatory garage, hay/feed/bedding storage, research horse shed, outdoor arena, and round pen. Ancillary site work included to accommodate new hardscape / landscape scope as well as paddock area, site demolition, and site utilities as required.
Basis for QuantitiesThis estimate combines an approach of detailed line items (when possible for scope to be ascertained from design information) along with high-level parametric pricing for scope yet to be designed (structural, mechanical, electrical, etc.)
Basis for Unit CostsUnit costs as contained herein are based on current Fort Collins prices for on-campus work. Subcontractor’s overhead and profit is included in each line item unit cost. This overhead and profit covers each subcontractor’s cost for labor burden, materials and equipment sales taxes, field overhead, home office overhead, and profit. The general contractor’s overhead and profit is shown separately on the Summary.
Sources for PricingThis estimate was prepared by a team of qualified cost consultants experienced in estimating construction costs at all stages of design. These consultants have used pricing data from Cumming’s database for construction, updated to reflect current conditions in the Fort Collins, CO area. In some cases, quotes were solicited from outside sources to substantiate in-house pricing data.
Subcontractor's Mark-upsDepending on the trade, subcontractor mark-ups can range from 5% to 15% of the raw cost for that particular item of work. It should be noted that Design Assist Sub Contractors may influence Sub Contractor costs.
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INTRODUCTION
Start Date Finish Date
Design & Engineering Sep-15 Apr-16 235 Days 8 Months 0.6 Years
Construction May-16 Jul-17 426 Days 14 Months 1.2 Years
Estimated start date: May-16Estimated completion date: Jul-17Midpoint of construction: Nov-16
Year Rate2015 3.5%2016 3.0%2017 3.0%
Design AllowancesAn allowance of 10.0% for undeveloped design details has been included in the summary of this estimate. As the design of each system is further developed, details which historically increase cost became apparent and must be incorporated into the estimate.
General Contractor's Overhead and ProfitJobsite general conditions, home office overhead, profit, and bond are shown on the Summary of this estimate. It is our opinion that for this project, a rate of 12.0% is appropriate to cover these mark-ups. (6.0% for General Conditions, 2.0% for Bonds & Insurance and 4.0% for Overhead and Profit)
Schedule
Duration
Escalation AllowanceAll subcontract prices herein are reflective of current prices. Escalation has been included on the summary level to take through to a mid point of construction.
Jun-
15
Sep-
15
Dec
-15
Mar
-16
Jul-1
6
Oct
-16
Jan-
17
May
-17
Aug
-17
Design & Engineering
Construction
Executive Schedule
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CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
INTRODUCTION
1 Shallow foundation assumed as indicated in structural narrative23 Superstructure of hospital based on lb / sf steel allowances as indicated4 Superstructure of Sports Medicine addition based on pre-engineered metal building (PEMB). Structural costs
isolated from roof and envelope costs at this location (but included all together at ancillary structures)5 Structural and façade modifications allowed at newly-enclose hydrotherapy area of existing structure6 Expansion joints included at Sports Medicine Addition interface with existing facility and hospital7 Heavy timber framing elements included as allowances pending further design8 Roof system assumed membrane EPDM at flat areas and standing seam metal at sloped areas9 Typical ceilings at open areas not explicitly requiring a different ceiling system (per architectural narrative) are
assumed to be exposed roof structure / liner panel above10 Casework based on allowances pending further design11 Equine specialties, including hydrotherapy pool, linear pool, ortho hill, horse exerciser, and proprioceptive
track included as lump sum allowances pending further design12 Elevator to second floor of hospital included as 2-stop hydraulic with isolated cab finish allowance13 Boxes, conduit, and pull-string for tele/data system at hospital (equipment / cabling excluded)14 Complete audio-visual system, including cabling and equipment at hospital15 Demolition at existing Sports Medicine courtyard to accommodate new hydrotherapy area
12 Costs of hazardous material surveys, abatements, and disposals3 Costs of offsite construction4 Costs of existing building / modular demolition5 Substantial site utility rework other than minor allowances included in estimate6 Professional fees, inspections and testing7 Plan check fees and building permit fees8 Furnishings, fixtures, and equipment (FF&E)9101112131415
Items Affecting the Cost Estimate1 Modifications to the scope of work included in this estimate.2 Restrictive technical specifications or excessive contract conditions.3 Any specified item of equipment, material, or product that cannot be obtained from at least 3 different sources.4 Any other non-competitive bid situations.5 Bids delayed beyond the projected schedule.6 At areas indicating "either/or" finishes in the narrative (such as ceramic tile or VCT) the more expensive option
has been included in this estimate7 Typical floor height assumed to be 14'-0"8 Spoils haul distance assumed to be within 2 miles
Construction ContingencyConstruction contingency is carried at the summary level at 5%.
Items Excluded from the Base Estimate
Items Included in the Estimate
Overhang canopies as indicated in floor plans and exterior renderings
Tele/data cabling / equipment
Scope associated with IBTT building
Furnishing of treadmills (above-ground and under-water) - however installation is includedFinish upgrade at areas of existing Sports Medicine facility not explicitly requiring suchScope associated with existing research building / dairy barnScope associated with holding barn
Escalation beyond mid-point of construction
Plant investment fees
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CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
INTRODUCTION
9 Mechanical, electrical, structural, and low-voltage systems are allowances only pending further design10 Split-face CMU veneer height at exterior assumed to be 8'-0" high11 Exterior wall assemblies based on Option #2 per Populus (Interior CMU rather than metal liner at inside face)12 Site structures (open air arena and round pen) are included with sitework scope and based on Cumming's
estimated values. Balance of sitework scope has been provided by the civil engineer and is noted as suchin the estimate. Cumming review of the civil engineer's values not included in the scope of this estimate.
Cumming recommends that the Owner and the Architect carefully review this entire document to insure that it reflects their design intent. Requests for modifications of any apparent errors or omissions to this document must be made to Cumming within ten days of receipt of this estimate, otherwise, it will be understood that the contents have been concurred with and accepted. If the project is over budget, or there are unresolved budgeting issues, alternate systems/schemes should be evaluated before proceeding into further design phases.
It is recommended that further cost estimates be prepared throughout design by Cumming to determine overall cost changes subsequent to the preparation of this preliminary estimate. These future estimates will have detailed breakdowns indicating materials by type, kind, and size, priced by their respective units of measure.
Statement of Probable CostCumming has no control over the cost of labor and materials, the general contractor’s or any subcontractor’s method of determining prices, or competitive bidding and market conditions. This opinion of the probable cost of construction is made on the basis of the experience, qualifications, and best judgment of a professional consultant familiar with the construction industry. Cumming, however, cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from this or subsequent cost estimates.
Cumming has no control over the quality, completeness, intricacy, constructability, or coordination of design documents. Cumming also has no control over the amount of funds available for the project. We, therefore, cannot be responsible for any design revision costs incurred in the event that this estimate is in excess of the budget.
Cumming’s staff of professional cost consultants has prepared this estimate in accordance with generally accepted principles and practices. This staff is available to discuss its contents with any interested party.
Recommendations for Cost Control
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CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
Element Area Low Median High Low Median High
Baseline
A NEW VETERINARY TEACHING HOSPITAL 106,045 SF $313.90 $330.42 $346.94 $33,287,472 $35,039,444 $36,791,416
B SPORTS MEDICINE ADDITION 21,600 SF $250.67 $263.86 $277.05 $5,414,434 $5,699,404 $5,984,374
C SPORTS MEDICINE RENOVATION 19,600 SF $98.49 $103.68 $108.86 $1,930,466 $2,032,070 $2,133,673
D AMBULATORY GARAGE 3,250 SF $123.30 $129.79 $136.27 $400,712 $421,802 $442,892
E HAY / BEDDING / FEED STORAGE 4,510 SF $111.33 $117.19 $123.04 $502,082 $528,507 $554,933
F RESEARCH HORSE SHED 2,065 SF $84.47 $88.91 $93.36 $174,425 $183,605 $192,786
G SITEWORK 502,000 SF $9.32 $9.82 $10.31 $4,680,870 $4,927,231 $5,173,593
H REDUCTION FOR SALES TAX EXEMPTION ($649,466) ($683,649) ($717,831)
I CONSTRUCTION CONTINGENCY (5%) $2,287,050 $2,407,421 $2,527,792
SUB-TOTAL CONSTRUCTION COST 157,070 SF $305.77 / SF $321.87 / SF $337.96 / SF $48,028,044 $50,555,836 $53,083,627
Cost / SF Total
EXECUTIVE SUMMARY
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CSU Equine Veterinary Teaching HopsitalFort Collins, COEstimate Summary by Category (4-Story Option)Conceptual Statement of Probable Cost 09/08/15
ElementSubtotal Total Cost/SF Subtotal Total Cost/SF Subtotal Total Cost/SF Subtotal Total Cost/SF Subtotal Total Cost/SF Subtotal Total Cost/SF Subtotal Total Cost/SF Subtotal Total Cost/SF
A) Shell (1-5) $10,691,109 $100.82 $1,254,510 $58.08 $732,046 $37.35 $113,242 $34.84 $162,802 $36.10 $64,449 $31.21 $1,168,481 $2.33 $14,186,640 $90.321 Foundations $291,711 $70,288 $14,982 $18,523 $21,979 $22,744 $11,280 $451,5072 Vertical Structure $1,317,113 $154,440 $66,352 $41,113 $57,052 $24,987 $209,625 $1,870,6813 Floor & Roof Structures $2,123,650 $188,283 $22,343 $22,784 $31,035 $16,265 $2,404,3604 Exterior Cladding $4,741,060 $392,115 $162,807 $30,107 $51,744 $5,377,8335 Roofing and Waterproofing $2,217,575 $449,384 $465,562 $715 $992 $454 $947,576 $4,082,259
B) Interiors (6-7) $3,314,454 $31.26 $270,235 $12.51 $140,173 $7.15 $39,869 $12.27 $6,683 $1.48 $3,491 $1.69 $3,774,905 $24.036 Interior Partitions, Doors and Glazing $2,078,130 $193,322 $101,852 $24,087 $2,397,3917 Floor, Wall and Ceiling Finishes $1,236,324 $76,913 $38,321 $15,782 $6,683 $3,491 $1,377,514
C) Equipment and Vertical Transportation (8-9) $1,015,077 $9.57 $560,840 $25.96 $154,770 $7.90 $2,681 $0.83 $2,481 $0.55 $1,136 $0.55 $1,736,984 $11.068 Function Equipment and Specialties $885,177 $560,840 $154,770 $2,681 $2,481 $1,136 $1,607,0849 Stairs and Vertical Transportation $129,900 $129,900
D) Mechanical and Electrical (10-13) $12,250,334 $115.52 $2,350,225 $108.81 $542,500 $27.68 $172,494 $53.08 $239,368 $53.08 $73,824 $35.75 $602,701 $1.20 $16,231,445 $103.3410 Plumbing Systems $2,187,178 $445,500 $81,017 $4,469 $6,201 $2,839 $2,727,20511 Heating, Ventilation and Air Conditioning $5,599,176 $997,920 $260,223 $75,969 $105,421 $7,038,70912 Electrical Lighting, Power and Communications $4,047,738 $824,472 $158,584 $79,544 $110,382 $63,034 $602,701 $5,886,45513 Fire Protection Systems $416,242 $82,333 $42,676 $12,513 $17,364 $7,950 $579,077
E) Site Construction (14-16) $12,058 $0.62 $2,063,650 $4.11 $2,075,708 $13.2214 Site Preparation and Demolition $12,058 $45,285 $57,34315 Site Paving, Structures & Landscaping $1,574,506 $1,574,50616 Utilities on Site $443,859 $443,859
Subtotal Cost $27,270,974 $257.16 $4,435,809 $205.36 $1,581,547 $80.69 $328,286 $101.01 $411,334 $91.20 $142,899 $69.20 $3,834,833 $7.64 $38,005,682 $241.97
General Conditions 6.0% $1,636,258 $15.43 $266,149 $12.32 $94,893 $4.84 $19,697 $6.06 $24,680 $5.47 $8,574 $4.15 $230,090 $0.46 $2,280,341 $14.52Bonds & Insurance 2.0% $578,145 $5.45 $94,039 $4.35 $33,529 $1.71 $6,960 $2.14 $8,720 $1.93 $3,029 $1.47 $81,298 $0.16 $805,720 $5.13General Contractor Fee 4.0% $1,179,415 $11.12 $191,840 $8.88 $68,399 $3.49 $14,198 $4.37 $17,789 $3.94 $6,180 $2.99 $165,849 $0.33 $1,643,670 $10.46Design Contingency 10.0% $3,066,479 $28.92 $498,784 $23.09 $177,837 $9.07 $36,914 $11.36 $46,252 $10.26 $16,068 $7.78 $431,207 $0.86 $4,273,541 $27.21Escalation to MOC, 11/30/16 3.88% $1,308,172 $212,783 $75,866 $15,748 $19,731 $6,855 $183,955 $1,823,110 $11.61
Total Construction Cost $35,039,444 $318.08 $5,699,404 $254.01 $2,032,070 $99.81 $421,802 $124.94 $528,507 $112.81 $183,605 $85.59 $4,927,231 $9.45 $48,832,064 $310.89
C SPORTS MEDICINE RENOVATION
19,600 sf
B SPORTS MEDICINE ADDITION
21,600 sf RESEARCH HORSE SHED
2,065 sf
E HAY / BEDDING / FEED STORAGE
4,510 sf
D AMBULATORY GARAGE
3,250 sf
A NEW VETERINARY TEACHING HOSPITAL
106,045 sf SITEWORK 502,000 sf
TOTAL
157,070 sf
G F
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CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost
Schedule of Areas and Control Quantities
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CSU Equine Veterinary Teaching HopsitalSchedule of Areas and Control QuantitiesConceptual Statement of Probable Cost 09/08/15
Schedule of Areas
1. Enclosed Areas (x 100%)
Level 1 94,810 21,600 19,600 2,065 3,250 4,510 145,835Level 2 11,235 11,235
Total Enclosed 106,045 21,600 19,600 2,065 3,250 4,510 157,070
2. Unenclosed Areas (x 50%)
Outdoor Arena 1,550Round Pen 250
Total Unenclosed 900
Total Gross Floor Area 157,970
Teaching Hospital
Sports Medicine (Renovation)
Sports Medicine (Addition)
Hay / Bedding / Food Storage TOTAL AREA
Ambulatory Garage
Research Horse Shed
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CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost
NEW VETERINARY TEACHING HOSPITAL
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CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
PROJECT SUMMARY - NEW VETERINARY TEACHING HOSPITAL
Element Subtotal Total Cost / SF Cost / SF
A) Shell (1-5) $10,691,109 $100.821 Foundations $291,711 $2.75
2 Vertical Structure $1,317,113 $12.42
3 Floor & Roof Structures $2,123,650 $20.03
4 Exterior Cladding $4,741,060 $44.71
5 Roofing and Waterproofing $2,217,575 $20.91B) Interiors (6-7) $3,314,454 $31.26
6 Interior Partitions, Doors and Glazing $2,078,130 $19.60
7 Floor, Wall and Ceiling Finishes $1,236,324 $11.66C) Equipment and Vertical Transportation (8-9) $1,015,077 $9.57
8 Function Equipment and Specialties $885,177 $8.35
9 Stairs and Vertical Transportation $129,900 $1.22D) Mechanical and Electrical (10-13) $12,250,334 $115.52
10 Plumbing Systems $2,187,178 $20.63
11 Heating, Ventilation and Air Conditioning $5,599,176 $52.80
12 Electrical Lighting, Power and Communications $4,047,738 $38.17
13 Fire Protection Systems $416,242 $3.93E) Site Construction (14-16)
14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site
Subtotal $27,270,974 $257.16
General Conditions 6.0% $1,636,258 $15.43
Subtotal $28,907,233 $272.59
Bonds & Insurance 2.0% $578,145 $5.45
Subtotal $29,485,377 $278.05
General Contractor Fee 4.0% $1,179,415 $11.12
Subtotal $30,664,792 $289.17
Design Contingency 10.0% $3,066,479 $28.92
Subtotal $33,731,272 $318.08
Escalation 3.88% $1,308,172 $12.34
TOTAL ESTIMATED CONSTRUCTION COST $35,039,444 $330.42
Total Area: 106,045 SF
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CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - NEW VETERINARY TEACHING HOSPITAL
Element Quantity Unit Unit Cost Total
1 FoundationsLayout 94,810 sf slab $0.17 $15,644Continuous Footings at Perimeter, allow 2'-0" x 1'-0" 2,110 lf
Concrete, 4000 psi 172 cy $165.00 $28,368Formwork 4,220 sf $4.95 $20,889Reinforcement (180# / cy) 30,947 lbs $0.89 $27,573Excavation 344 cy $14.30 $4,917Backfill 172 cy $12.10 $2,080Haul excess 172 cy $13.20 $2,269Dampproofing 2,110 sf $4.95 $10,445
Spread Footing, Allow 2'-6" x 2'-6" x 1'-0" 190 eaConcrete, 4000 psi 48 cy $165.00 $7,983Formwork 1,900 sf $4.95 $9,405Reinforcement (180# / cy) 8,708 lbs $0.89 $7,759Excavation 433 cy $14.30 $6,199Backfill 385 cy $12.10 $4,660Haul excess 48 cy $13.20 $639
Grade Beams, allow 2'-0" x 2'-0" 1,055 lfConcrete, 4000 psi 172 cy $165.00 $28,368Formwork 4,220 sf $4.68 $19,729Reinforcement (180# / cy) 30,946.67 lbs $0.89 $27,573Excavation 688 cy $14.30 $9,834Backfill 516 cy $12.10 $6,241Haul excess 172 cy $13.20 $2,269
MiscellaneousElevator pits 1 ea $8,250.00 $8,250Perimeter drain 2,110 lf $19.25 $40,618
Total - Foundations $291,711
2 Vertical StructureCast-In-Place Concrete Stem Walls, 12" Thick 6,330 sf
Concrete 258 cy $181.50 $46,807Formwork 12,660 sf $13.75 $174,075Reinforcement (200# / cy) 51,578 lbs $0.94 $48,225Dampproofing 6,330 sf $4.95 $31,334
Cast-In-Place Concrete Pilasters, Allow 24" x 24" 190 eaConcrete 433 cy $187.00 $81,061Formwork 15,960 sf $9.35 $149,226Reinforcement, allow 200 lbs / cy 86,696 lbs $0.94 $81,061Finish to columns 15,960 sf $0.61 $9,656
Structural Steel, VerticalSteel columns, WF, allow 2 lbs / sf 106.0 tn $3,575.00 $379,111Brace framing, allow 1 lbs / sf 53.0 tn $3,685.00 $195,388Miscellaneous bolts and connections 15.9 tn $3,685.00 $58,616Fireproofing to steelwork 175.0 tn $357.50 $62,553
Total - Vertical Structure $1,317,113
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DETAIL ELEMENTS - NEW VETERINARY TEACHING HOSPITAL
Element Quantity Unit Unit Cost Total
3 Floor & Roof StructuresSlab On Grade, 4" thick
Concrete including placing 1,288 cy $165.00 $212,445Formwork 2,110 lf $4.95 $10,445Gravel sub base - 6" 113,772 sf $1.38 $156,437Reinforcing steel (1.2 #/sf) 113,772 lb $0.94 $106,377Finish to slab 94,810 sf $0.55 $52,146Vapor barrier, 15 mil 94,810 sf $0.28 $26,073Add for thickened edges 86 cy $165.00 $14,184
Floor Deck Fill at Level 2
3 1/2" thick normal weight concrete topping, 3000 psi, incl reinforcing 11,235 sf $4.40 $49,434Floor Deck Finish 11,235 sf $0.50 $5,561
Structural Steel, Level 2 FloorsSteel floor beams, WF, allow 4 lbs / sf 22.5 tn $3,685.00 $82,802Miscellaneous bolts and connections 2.2 tn $3,795.00 $8,527Fireproofing to steelwork 24.7 tn $357.50 $8,836
Structural Steel, Roof / CanopiesSteel roof beams / joists, WF, allow 4 lbs / sf 209.2 tn $3,685.00 $770,939Miscellaneous bolts and connections 20.9 tn $3,795.00 $79,395Fireproofing to steelwork 230.1 tn $357.50 $82,272
Floor Deck at Level 22 1/2", 20 ga. metal floor deck 11,235 sf $3.85 $43,255Deck Edging, 16 Ga 685 lf $8.25 $5,651
Roof / Canopy Deck1 1/2", 20 ga. metal roof deck 104,605 sf $3.58 $373,963
MiscellaneousMiscellaneous metals, allowance 106,045 sf $0.28 $29,162Expansion joint at interface with Sports Medicine Building 19 lf $302.50 $5,748
Total - Floor & Roof Structures $2,123,650
4 Exterior CladdingExterior Walls And Parapets
Concrete Masonry UnitsSplit-faced CMU veneer at typical wall base, allow 8'-0" high 17,864 sf $20.35 $363,532Interior smooth-face CMU backing wall at interior face, reinforced and core-filled 73,722 sf $15.95 $1,175,866
Exterior Wall InsulationExterior insulation, rigid, 2" 73,722 sf $2.48 $182,462
Exterior GlazingPunched window system 306 sf $49.50 $15,147Clerestory glazing system at spine 7,103 sf $60.50 $429,732
Exterior Metal PanelsMetal panel, Centria Concept series w/concealed fastener 55,858 sf $38.50 $2,150,533
Decorative Heavy Timber FramingHeavy timber column on concrete pilaster, 12'-0" high 296 vlf $55.00 $16,280Concrete pilaster at base of heavy timber column 37 ea $550.00 $20,350
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CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - NEW VETERINARY TEACHING HOSPITAL
Element Quantity Unit Unit Cost Total
Exterior DoorsAluminum Door Sets, Frames and Hardware, Glazed in Aluminum Frame
Single aluminum door sets 3 ea $3,300.00 $9,900Double aluminum door sets 12 pr $6,600.00 $79,200
Hollow-Metal Door in HM Frame, Including Hardware & FinishDouble, 6'-0" x 7'-0" 2 pr $2,750.00 $5,500Double, 10'-0" x 7'-0" 2 pr $3,630.00 $7,260
Specialty DoorsOverhead coiling doors at main loading / unloading areas, 15' high x 30' wide 2 ea $29,700.00 $59,400Overhead coiling doors at isolation area, 8' x 8' 10 ea $4,224.00 $42,240Overhead coiling doors at breezeways, 12' x 12' wide 4 ea $9,504.00 $38,016
Miscellaneous PremiumsExterior Panic hardware, per leaf 35 ea $495.00 $17,325Automatic door opening, per double leaf set 12 ea $3,025.00 $36,300
MiscellaneousMiscellaneous sunshades / façade enhancements, allowance 1 ls $55,000.00 $55,000Exterior signage, allowance 1 ls $16,500.00 $16,500Firesafing at perimeter walls 2,852 lf $7.19 $20,517
Total - Exterior Cladding $4,741,060
5 Roofing and WaterproofingRoofing
EPDM roof system at flat roofs 48,444 sf $4.40 $213,154Standing seam metal roof system 47,722 sf $13.20 $629,930Glasmat, 5/8" mechanically fastened at flat area 48,444 sf $2.20 $106,577Paver / pedestal system at roof decks, allow 10% of flat area 4,844 sf $16.50 $79,933
Roof InsulationTapered rigid roof insulation at flat roof 48,444 sf $3.85 $186,509Roof insulation at standing seam roof 47,722 sf $3.30 $157,483
Flashing/CounterflashingFascia at roof perimeter 2,110 lf $22.00 $46,420Sheetmetal, allowance 96,166 sf $0.44 $42,313
Roof AccessoriesAccess hatch and ladder 2 ea $2,640.00 $5,280
CanopiesStanding seam metal roof system at exterior canopies 8,439 sf $13.20 $111,395
MiscellaneousSkylight, insulated Kalwall translucent system 4,661 sf $132.00 $615,252Caulking allowance 106,045 gfa $0.22 $23,330
Total - Roofing and Waterproofing $2,217,575
6 Interior Partitions, Doors and GlazingInterior Construction
Interior PartitionsInterior CMU partition, smooth-face, integrally-colored, reinforced and core-filled, full-height 53,824 sf $15.95 $858,493
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DETAIL ELEMENTS - NEW VETERINARY TEACHING HOSPITAL
Element Quantity Unit Unit Cost Total
Interior CMU partition, smooth-face, integrally-colored, reinforced and core-filled at horse stall, 6'-0" high 7,938 sf $15.95 $126,611Galvanized steel tube structure with welded wire mesh and horse door at stall fronts, allowance 85 ea $2,640.00 $224,400Steel stud partitions, 3 5/8", allow 18 ga, 16" o.c. 17,472 sf $9.13 $159,519
Interior GlazingHigh-security glass with welded wire mesh on interior, allow 10'-0" high 3,860 sf $82.50 $318,450Vision glazing to indoor arena, allow 6'-0" high, level 1 840 sf $44.00 $36,960Vision glazing to indoor arena, allow 6'-0" high, level 2 480 sf $44.00 $21,120Miscellaneous interior glazing, allowance 106,045 gsf $0.55 $58,325
Hollow-Metal Door in HM Frame, Including Hardware & FinishSingle, 3'-0" x 7'-0", man-door 133 ea $1,375.00 $182,875Single, 4'-0" x 7'-0", horse-door 47 ea $1,540.00 $72,380Double, 6'-0" x 7'-0", man-door 2 pr $2,475.00 $4,950Double, 10'-0" x 7'-0", horse-door 1 pr $3,355.00 $3,355
Specialty DoorsStall door, sliding, allowance 85 ea See AboveLead-shielded doors, single, 4'-0" x 7'-0", horse-door 3 ea $3,564.00 $10,692
Total - Interior Partitions, Doors and Glazing $2,078,130
7 Floor, Wall and Ceiling FinishesFloor Finishes
Seamless rubber with pathogen-resistant additive 38,300 sf $8.25 $315,975Epoxy floor coating 2,582 sf $8.80 $22,722Ceramic floor tile 8,215 sf $13.75 $112,956Carpet tile flooring 5,414 sf $3.67 $19,851VCT flooring 330 sf $3.85 $1,271Sealed concrete 35,964 sf $1.32 $47,472Rough finish popcorn asphalt at indoor arena 5,646 sf $2.75 $15,527Sand over compacted clay base at indoor arena 5,646 sf $1.65 $9,316
Base FinishesResilient base at sealed concrete flooring 15,244 lf $2.48 $37,729Resilient base at carpet flooring 1,267 lf $2.48 $3,136Resilient base at VCT flooring 107 lf $2.48 $265Coved epoxy base 575 lf $6.60 $3,795Ceramic tile base 1,748 lf $13.75 $24,035
Ceiling FinishesAcoustic ceiling tile 16,171 sf $3.58 $57,811Acoustic ceiling tile, FRP with sealed gasket joints 11,935 sf $4.95 $59,078Hardlid ceilings at restrooms 2,418 sf $7.15 $17,289Paint to hardlid ceilings 2,418 sf $0.77 $1,862Paint to exposed structure 75,521 sf $1.10 $83,073
Wall FinishesFRP wall finish, 8'-0" high 2,624 sf $9.35 $24,534Ceramic wall tiles 3,033 sf $14.30 $43,372Epoxy paint applied to interior CMU partitions 197,246 sf $1.65 $325,456Paint to drywall 14,848 sf $0.66 $9,800
Prepared by Cumming Page 16 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - NEW VETERINARY TEACHING HOSPITAL
Element Quantity Unit Unit Cost Total
Total - Floor, Wall and Ceiling Finishes $1,236,324
8 Function Equipment and SpecialtiesCasework
Restroom vanity 32 lf $165.00 $5,280Miscellaneous casework allowance, including stainless steel 106,045 gsf $2.20 $233,299
Window TreatmentMechoshade at exterior glazing, motorized at clerestory 7,103 sf $24.20 $171,893Mechoshade at exterior glazing, manual at storefront 306 sf $13.75 $4,208
Toilet CompartmentsHandicap, solid phenolic 4 ea $1,155.00 $4,620Standard, solid phenolic 8 ea $1,045.00 $8,360Urinal screen, solid phenolic 4 ea $495.00 $1,980
Toilet AccessoriesRestroom mirrors above vanities 144 sf $33.00 $4,752Paper towel dispenser / disposal combo 10 ea $302.50 $3,025Soap dispenser 18 ea $49.50 $891Toilet paper dispenser 14 ea $55.00 $770Seat cover dispenser 14 ea $93.50 $1,309Coat hooks 14 ea $33.00 $462Grab bars 12 ea $192.50 $2,310Sanitary napkin dispenser 2 ea $357.50 $715Sanitary napkin disposal 10 ea $159.50 $1,595
EquipmentInstallation of OFCI items, allowance 106,045 sf $0.55 $58,325
Miscellaneous SpecialtiesCeiling-mounted hang points at horse stalls, allowance 75 ea $825.00 $61,875Pass-through bins at horse stalls, allowance 10 ea $550.00 $5,500Hoist beam path of travel, including structural support 926 lf $110.00 $101,860Hoist beam motor, allowance 22 ea $2,750.00 $60,500Removable padding system hung from walls By OwnerLead-wall shielding at nuclear scintigraphy room, full-height 1,316 sf $33.00 $43,428Lead-wall shielding at radiology room, full-height 1,512 sf $33.00 $49,896Miscellaneous specialties, allowance 106,045 sf $0.55 $58,325
Total - Function Equipment and Specialties $885,177
9 Stairs and Vertical TransportationStairs, Including Railings
Stair, metal pan, concrete fill, 4'-8" wide 2 flt $15,950.00 $31,900Elevators, Traction
Passenger elevator, hydraulic, 2-stop, allowance 1 ea $88,000.00 $88,000Passenger elevator cab finish, allowance 1 ea $10,000.00 $10,000
Total - Stairs and Vertical Transportation $129,900
10 Plumbing SystemsGeneral Plumbing Equipment 106,045 gsf $0.55 $58,325Sanitary Fixtures, Including Rough-In 106,045 gsf $3.85 $408,273
Prepared by Cumming Page 17 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - NEW VETERINARY TEACHING HOSPITAL
Element Quantity Unit Unit Cost Total
Waste / Vent 106,045 gsf $4.40 $466,598Domestic Water 106,045 gsf $4.40 $466,598Roof Drainage 106,045 gsf $1.10 $116,650Condensate Drainage 106,045 gsf $0.28 $29,162Natural Gas 106,045 gsf $0.55 $58,325Medical Gases 106,045 gsf $4.95 $524,923Miscellaneous Plumbing 106,045 gsf $0.55 $58,325
Total - Plumbing Systems $2,187,178
11 Heating, Ventilation and Air ConditioningChilled / Heating Water Equipment 106,045 gsf $4.40 $466,598Chilled / Heating Water Distribution 106,045 gsf $8.25 $874,871Air-Side Equipment 106,045 gsf $17.60 $1,866,392Air Distribution 106,045 gsf $15.95 $1,691,418HVAC Controls 106,045 gsf $5.50 $583,248Miscellaneous HVAC 106,045 gsf $1.10 $116,650
Total - Heating, Ventilation and Air Conditioning $5,599,176
12 Electrical Lighting, Power and CommunicationsElectrical
Service and Distribution 106,045 gsf $3.03 $320,786Equipment Connections 106,045 gsf $1.38 $145,812Convenience Power 106,045 gsf $5.23 $554,085Lighting and Lighting Control 106,045 gsf $13.20 $1,399,794Miscellaneous Electrical 106,045 gsf $0.83 $87,487
Special Electrical SystemsFire Alarm 106,045 gsf $4.40 $466,598Telephone / data systems, rough-only 106,045 gsf $2.48 $262,461CATV Systems 106,045 gsf $0.83 $87,487Audio / visual system, rough only 106,045 gsf $0.55 $58,325Audio / visual system equipment 106,045 gsf $2.75 $291,624P/A rough-in (conduit, boxes, and pull-string) 106,045 gsf $0.55 $58,325Security access control 106,045 gsf $2.48 $262,461CCTV systems 106,045 gsf $0.50 $52,492
Total - Electrical Lighting, Power and Communications $4,047,738
13 Fire Protection SystemsAutomatic Sprinkler System 106,045 sf $3.58 $379,111Automatic Sprinkler System - Covered canopies 8,439 sf $4.40 $37,132
Total - Fire Protection Systems $416,242
Prepared by Cumming Page 18 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost
SPORTS MEDICINE ADDITION
Prepared by Cumming Page 19 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
PROJECT SUMMARY - SPORTS MEDICINE ADDITION
Element Subtotal Total Cost / SF Cost / SF
A) Shell (1-5) $1,254,510 $58.081 Foundations $70,288 $3.25
2 Vertical Structure $154,440 $7.15
3 Floor & Roof Structures $188,283 $8.72
4 Exterior Cladding $392,115 $18.15
5 Roofing and Waterproofing $449,384 $20.80B) Interiors (6-7) $270,235 $12.51
6 Interior Partitions, Doors and Glazing $193,322 $8.95
7 Floor, Wall and Ceiling Finishes $76,913 $3.56C) Equipment and Vertical Transportation (8-9) $560,840 $25.96
8 Function Equipment and Specialties $560,840 $25.96
9 Stairs and Vertical TransportationD) Mechanical and Electrical (10-13) $2,350,225 $108.81
10 Plumbing Systems $445,500 $20.63
11 Heating, Ventilation and Air Conditioning $997,920 $46.20
12 Electrical Lighting, Power and Communications $824,472 $38.17
13 Fire Protection Systems $82,333 $3.81E) Site Construction (14-16)
14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site
Subtotal $4,435,809 $205.36
General Conditions 6.0% $266,149 $12.32
Subtotal $4,701,958 $217.68
Bonds & Insurance 2.0% $94,039 $4.35
Subtotal $4,795,997 $222.04
General Contractor Fee 4.0% $191,840 $8.88
Subtotal $4,987,837 $230.92
Design Contingency 10.0% $498,784 $23.09
Subtotal $5,486,621 $254.01
Escalation 3.88% $212,783 $9.85
TOTAL ESTIMATED CONSTRUCTION COST $5,699,404 $263.86
Total Area: 21,600 SF
Prepared by Cumming Page 20 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SPORTS MEDICINE ADDITION
Element Quantity Unit Unit Cost Total
1 FoundationsLayout 21,600 sf slab $0.17 $3,564Continuous Footings at Perimeter, allow 2'-0" x 1'-0" 521 lf
Concrete, 4000 psi 42 cy $165.00 $7,005Formwork 1,042 sf $4.95 $5,158Reinforcement (180# / cy) 7,641 lbs $0.89 $6,808Excavation 85 cy $14.30 $1,214Backfill 42 cy $12.10 $514Haul excess 42 cy $13.20 $560Dampproofing 521 sf $4.95 $2,579
Spread Footing, Allow 2'-6" x 2'-6" x 1'-0" 50 eaConcrete, 4000 psi 13 cy $165.00 $2,101Formwork 500 sf $4.95 $2,475Reinforcement (180# / cy) 2,292 lbs $0.89 $2,042Excavation 114 cy $14.30 $1,631Backfill 101 cy $12.10 $1,226Haul excess 13 cy $13.20 $168
Grade Beams, allow 2'-0" x 2'-0" 261 lfConcrete, 4000 psi 42 cy $165.00 $7,005Formwork 1,042 sf $4.68 $4,871Reinforcement (180# / cy) 7,641.33 lbs $0.89 $6,808Excavation 170 cy $14.30 $2,428Backfill 127 cy $12.10 $1,541Haul excess 42 cy $13.20 $560
MiscellaneousPerimeter drain 521 lf $19.25 $10,029
Total - Foundations $70,288
2 Vertical StructurePre-Engineered Metal Building
Pre-engineered metal building, structure only 21,600 gsf $7.15 $154,440
Total - Vertical Structure $154,440
3 Floor & Roof StructuresSlab On Grade, 4" thick
Concrete including placing 293 cy $165.00 $48,400Formwork 621 lf $4.95 $3,074Gravel sub base - 6" 25,920 sf $1.38 $35,640Reinforcing steel (1.2 #/sf) 25,920 lb $0.94 $24,235Finish to slab 21,600 sf $0.55 $11,880Vapor barrier, 15 mil 21,600 sf $0.28 $5,940Add for thickened edges 25 cy $165.00 $4,175
Structural Steel, Roof / CanopiesSteel roof beams, WF, allow 4 lbs / sf 2.3 tn $3,685.00 $8,564Miscellaneous bolts and connections 0.2 tn $3,795.00 $882Fireproofing to steelwork 2.6 tn $357.50 $914
Prepared by Cumming Page 21 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SPORTS MEDICINE ADDITION
Element Quantity Unit Unit Cost Total
Roof / Canopy Deck1 1/2", 20 ga. metal roof deck 1,162 sf $3.58 $4,154
MiscellaneousMiscellaneous metals, allowance 21,600 sf $0.28 $5,940Expansion joint at interface with existing building 114 lf $302.50 $34,485
Total - Floor & Roof Structures $188,283
4 Exterior CladdingExterior Walls And Parapets
Exterior CMUSplit-faced CMU veneer at typical wall base, allow 8'-0" high 3,752 sf $20.35 $76,353Interior smooth-face CMU backing wall at interior face, reinforced and core-filled 5,628 sf $15.95 $89,767
Exterior Wall InsulationExterior insulation, rigid, 2" 5,628 sf $2.48 $13,929
Exterior GlazingStorefront window system, low-E, double pane 832 sf $66.00 $54,912
Exterior Metal PanelsMetal panel, Centria Concept series w/concealed fastener 1,876 sf $38.50 $72,226
Decorative Heavy Timber FramingHeavy timber column on concrete pilaster, 12'-0" high 64 vlf $55.00 $3,520Heavy timber column on concrete pilaster, 16'-0" high 24 vlf $55.00 $1,320Heavy timber column on concrete pilaster, 20'-0" high 64 vlf $55.00 $3,520Concrete pilaster at base of heavy timber column 14 ea $550.00 $7,700
Exterior DoorsAluminum Door Sets, Frames and Hardware, Glazed in Aluminum Frame
Single aluminum door sets 1 ea $3,300.00 $3,300Double aluminum door sets 3 pr $6,600.00 $19,800
Hollow-Metal Door in HM Frame, Including Hardware & FinishDouble, 6'-0" x 7'-0" 2 pr $2,750.00 $5,500
Miscellaneous PremiumsExterior Panic hardware, per leaf 11 ea $495.00 $5,445Automatic door opening, per double leaf set 3 ea $3,025.00 $9,075
MiscellaneousMiscellaneous sunshades / façade enhancements, allowance 1 ls $16,500.00 $16,500Exterior signage, allowance 1 ls $5,500.00 $5,500Firesafing at perimeter walls 521 lf $7.19 $3,748
Total - Exterior Cladding $392,115
5 Roofing and WaterproofingRoofing
Standing seam metal roof system 24,118 sf $13.20 $318,358Roof Insulation
Roof insulation at standing seam roof 24,118 sf $3.58 $86,222Flashing/Counterflashing
Fascia at roof perimeter 521 lf $22.00 $11,462Sheetmetal, allowance 24,118 sf $0.44 $10,612
Prepared by Cumming Page 22 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SPORTS MEDICINE ADDITION
Element Quantity Unit Unit Cost Total
Roof AccessoriesAccess hatch and ladder 1 ea $2,640.00 $2,640
CanopiesStanding seam metal roof system at exterior canopies 1,162 sf $13.20 $15,338
MiscellaneousCaulking allowance 21,600 gfa $0.22 $4,752
Total - Roofing and Waterproofing $449,384
6 Interior Partitions, Doors and GlazingInterior Construction
Interior PartitionsInterior CMU partition, smooth-face, integrally-colored, reinforced and core-filled, full-height 9,180 sf $15.95 $146,421Interior CMU partition, smooth-face, integrally-colored, reinforced and core-filled at horse stall, 6'-0" high 306 sf $15.95 $4,881Galvanized steel tube structure with welded wire mesh and horse door at stall fronts, allowance 4 ea $2,640.00 $10,560
Interior GlazingMiscellaneous interior glazing, allowance 21,600 gsf $0.28 $5,940
Hollow-Metal Door in HM Frame, Including Hardware & FinishSingle, 3'-0" x 7'-0", man-door 4 ea $1,375.00 $5,500Single, 4'-0" x 7'-0", horse-door 13 ea $1,540.00 $20,020
Specialty DoorsStall door, sliding, allowance 4 ea See Above
Total - Interior Partitions, Doors and Glazing $193,322
7 Floor, Wall and Ceiling FinishesFloor Finishes
Sealed concrete finish 21,600 sf $1.32 $28,512Base Finishes
Resilient base at sealed concrete flooring 3,156 lf $2.48 $7,811Ceiling Finishes
Exposed liner panel of pre-engineered metal building 21,600 sf No Cost ImpactWall Finishes
Epoxy paint applied to interior CMU partitions 24,600 sf $1.65 $40,590
Total - Floor, Wall and Ceiling Finishes $76,913
8 Function Equipment and SpecialtiesCasework
Miscellaneous casework allowance, including galvanized steel 21,600 gsf $2.20 $47,520Window Treatment
Mechoshade at exterior glazing, manual at storefront 832 sf $13.75 $11,440Equine Specialties
Proprioceptive track, including various surfaces, allowance 1 ls $250,000.00 $250,000Horse exerciser, 60' diameter 1 ls $100,000.00 $100,000Linear pool 1 ls $90,000.00 $90,000Ortho hill 1 ls $50,000.00 $50,000
Prepared by Cumming Page 23 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SPORTS MEDICINE ADDITION
Element Quantity Unit Unit Cost Total
Miscellaneous SpecialtiesMiscellaneous specialties, allowance 21,600 sf $0.55 $11,880
Total - Function Equipment and Specialties $560,840
10 Plumbing SystemsGeneral Plumbing Equipment 21,600 gsf $0.55 $11,880Sanitary Fixtures, Including Rough-In 21,600 gsf $3.85 $83,160Waste / Vent 21,600 gsf $4.40 $95,040Domestic Water 21,600 gsf $4.40 $95,040Roof Drainage 21,600 gsf $1.10 $23,760Condensate Drainage 21,600 gsf $0.28 $5,940Natural Gas 21,600 gsf $0.55 $11,880Medical Gases 21,600 gsf $4.95 $106,920Miscellaneous Plumbing 21,600 gsf $0.55 $11,880
Total - Plumbing Systems $445,500
11 Heating, Ventilation and Air ConditioningChilled / Heating Water Distribution 21,600 gsf $7.70 $166,320Air-Side Equipment 21,600 gsf $17.60 $380,160Air Distribution 21,600 gsf $15.95 $344,520HVAC Controls 21,600 gsf $3.85 $83,160Miscellaneous HVAC 21,600 gsf $1.10 $23,760
Total - Heating, Ventilation and Air Conditioning $997,920
12 Electrical Lighting, Power and CommunicationsElectrical
Service and Distribution 21,600 gsf $3.03 $65,340Equipment Connections 21,600 gsf $1.38 $29,700Convenience Power 21,600 gsf $5.23 $112,860Lighting and Lighting Control 21,600 gsf $13.20 $285,120Miscellaneous Electrical 21,600 gsf $0.83 $17,820
Special Electrical SystemsFire Alarm 21,600 gsf $4.40 $95,040Telephone / data systems, rough-only 21,600 gsf $2.48 $53,460CATV Systems 21,600 gsf $0.83 $17,820Audio / visual system, rough only 21,600 gsf $0.55 $11,880Audio / visual system equipment 21,600 gsf $2.75 $59,400P/A rough-in (conduit, boxes, and pull-string) 21,600 gsf $0.55 $11,880Security access control 21,600 gsf $2.48 $53,460CCTV systems 21,600 gsf $0.50 $10,692
Total - Electrical Lighting, Power and Communications $824,472
13 Fire Protection SystemsAutomatic Sprinkler System 21,600 sf $3.58 $77,220Automatic Sprinkler System - Covered canopies 1,162 sf $4.40 $5,113
Prepared by Cumming Page 24 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SPORTS MEDICINE ADDITION
Element Quantity Unit Unit Cost Total
Total - Fire Protection Systems $82,333
Prepared by Cumming Page 25 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost
SPORTS MEDICINE RENOVATION
Prepared by Cumming Page 26 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
PROJECT SUMMARY - SPORTS MEDICINE RENOVATION
Element Subtotal Total Cost / SF Cost / SF
A) Shell (1-5) $732,046 $37.351 Foundations $14,982 $0.76
2 Vertical Structure $66,352 $3.39
3 Floor & Roof Structures $22,343 $1.14
4 Exterior Cladding $162,807 $8.31
5 Roofing and Waterproofing $465,562 $23.75B) Interiors (6-7) $140,173 $7.15
6 Interior Partitions, Doors and Glazing $101,852 $5.20
7 Floor, Wall and Ceiling Finishes $38,321 $1.96C) Equipment and Vertical Transportation (8-9) $154,770 $7.90
8 Function Equipment and Specialties $154,770 $7.90
9 Stairs and Vertical TransportationD) Mechanical and Electrical (10-13) $542,500 $27.68
10 Plumbing Systems $81,017 $4.13
11 Heating, Ventilation and Air Conditioning $260,223 $13.28
12 Electrical Lighting, Power and Communications $158,584 $8.09
13 Fire Protection Systems $42,676 $2.18E) Site Construction (14-16) $12,058 $0.62
14 Site Preparation and Demolition $12,058 $0.62
15 Site Paving, Structures & Landscaping16 Utilities on Site
Subtotal $1,581,547 $80.69
General Conditions 6.0% $94,893 $4.84
Subtotal $1,676,440 $85.53
Bonds & Insurance 2.0% $33,529 $1.71
Subtotal $1,709,969 $87.24
General Contractor Fee 4.0% $68,399 $3.49
Subtotal $1,778,367 $90.73
Design Contingency 10.0% $177,837 $9.07
Subtotal $1,956,204 $99.81
Escalation 3.88% $75,866 $3.87
TOTAL ESTIMATED CONSTRUCTION COST $2,032,070 $103.68
Total Area: 19,600 SF
Prepared by Cumming Page 27 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SPORTS MEDICINE RENOVATION
Element Quantity Unit Unit Cost Total
1 FoundationsLayout at New Hydrotherapy Covered Area 3,132 sf slab $0.17 $517Continuous Footings at Hydrotherapy, allow 2'-0" x 1'-0" 274 lf
Concrete, 4000 psi 22 cy $165.00 $3,684Formwork 548 sf $4.95 $2,713Reinforcement (180# / cy) 4,019 lbs $0.89 $3,581Excavation 45 cy $14.30 $639Backfill 22 cy $12.10 $270Haul excess 22 cy $13.20 $295Dampproofing 274 sf $4.95 $1,356
Spread Footing, Allow 2'-6" x 2'-6" x 1'-0" at 30' 10 eaConcrete, 4000 psi 3 cy $165.00 $420Formwork 100 sf $4.95 $495Reinforcement (180# / cy) 458 lbs $0.89 $408Excavation 23 cy $14.30 $326Backfill 20 cy $12.10 $245Haul excess 3 cy $13.20 $34
Total - Foundations $14,982
2 Vertical StructureCast-In-Place Concrete Stem Walls, 12" Thick 822 sf
Concrete 33 cy $181.50 $6,078Formwork 1,644 sf $13.75 $22,605Reinforcement (200# / cy) 6,698 lbs $0.94 $6,262Dampproofing 822 sf $4.95 $4,069
Structural Steel, VerticalSteel columns at hydrotherapy, WF, allow 3 lbs / sf 4.7 tn $3,575.00 $16,795Brace framing at hydrotherapy, allow 1 lbs / sf 1.6 tn $3,685.00 $5,771Miscellaneous bolts and connections 0.6 tn $3,685.00 $2,308Fireproofing to steelwork 6.9 tn $357.50 $2,463
Total - Vertical Structure $66,352
3 Floor & Roof StructuresSlab On Grade, 4" thick at Hydrotherapy
Concrete including placing 43 cy $165.00 $7,018Formwork 274 lf $4.95 $1,356Gravel sub base - 6" 3,758 sf $1.38 $5,168Reinforcing steel (1.2 #/sf) 3,758 lb $0.94 $3,514Finish to slab 3,132 sf $0.55 $1,723Vapor barrier, 15 mil 3,132 sf $0.28 $861Add for thickened edges 11 cy $165.00 $1,842
MiscellaneousMiscellaneous metals, allowance at hydrotherapy 3,132 sf $0.28 $861
Total - Floor & Roof Structures $22,343
Prepared by Cumming Page 28 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SPORTS MEDICINE RENOVATION
Element Quantity Unit Unit Cost Total
4 Exterior CladdingExterior Walls And Parapets
Exterior CMUSplit-faced CMU veneer at typical wall base, allow 8'-0" high 1,968 sf $20.35 $40,049Interior smooth-face CMU backing wall at interior face, reinforced and core-filled 2,952 sf $15.95 $47,084
Exterior Wall InsulationExterior insulation, rigid, 2" 2,952 sf $2.48 $7,306
Exterior Metal PanelsMetal panel, Centria Concept series w/concealed fastener 984 sf $38.50 $37,884
Exterior DoorsSpecialty Doors
Overhead door, 12' x 12', exterior 3 ea $9,504.00 $28,512Miscellaneous
Firesafing at perimeter walls of hydrotherapy 274 lf $7.19 $1,971
Total - Exterior Cladding $162,807
5 Roofing and WaterproofingSkylights
Skylight, insulated Kalwall translucent system at hydrotherapy 3,464 sf $132.00 $457,248Flashing/Counterflashing
Fascia at roof perimeter 274 lf $22.00 $6,028Sheetmetal, allowance 3,464 sf $0.44 $1,524
MiscellaneousCaulking allowance 3,464 sf $0.22 $762
Total - Roofing and Waterproofing $465,562
6 Interior Partitions, Doors and GlazingInterior Construction
Interior PartitionsInterior CMU partition, smooth-face, integrally-colored, reinforced and core-filled, full-height 5,328 sf $15.95 $84,982Interior CMU partition, smooth-face, integrally-colored, reinforced and core-filled at horse stall, 6'-0" high 306 sf $15.95 $4,881
Hollow-Metal Door in HM Frame, Including Hardware & FinishSingle, 3'-0" x 7'-0", man-door 4 ea $1,375.00 $5,500Single, 4'-0" x 7'-0", horse-door 1 ea $1,540.00 $1,540Double, 6'-0" x 7'-0", man-door 2 pr $2,475.00 $4,950
Total - Interior Partitions, Doors and Glazing $101,852
7 Floor, Wall and Ceiling FinishesInterior Finishes:Floor Finishes
Sealed concrete finish 8,297 sf $1.32 $10,952Base Finishes
Resilient base at sealed concrete flooring 1,578 lf $2.48 $3,906
Prepared by Cumming Page 29 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SPORTS MEDICINE RENOVATION
Element Quantity Unit Unit Cost Total
Wall FinishesEpoxy paint applied to interior CMU partitions 14,220 sf $1.65 $23,463
Total - Floor, Wall and Ceiling Finishes $38,321
8 Function Equipment and SpecialtiesCasework
Miscellaneous casework, allowance 19,600 sf $1.10 $21,560Equipment
Installation of above-ground treadmill 1 ea $3,520.00 $3,520Installation of under-water treadmill 1 ea $3,520.00 $3,520Installation of additional OFCI items, allowance 19,600 sf $0.55 $10,780
Equine SpecialtiesHydrotherapy pool 1 ls $110,000.00 $110,000
Miscellaneous SpecialtiesMiscellaneous specialties, allowance 19,600 sf $0.28 $5,390
Total - Function Equipment and Specialties $154,770
10 Plumbing SystemsPlumbing Scope at Newly-Enclosed Hydrotherapy Area
General Plumbing Equipment 3,132 gsf $0.55 $1,723Waste / Vent 3,132 gsf $5.50 $17,226Domestic Water 3,132 gsf $5.50 $17,226Roof Drainage 3,132 gsf $1.38 $4,307Condensate Drainage 3,132 gsf $0.28 $861Natural Gas 3,132 gsf $0.55 $1,723Miscellaneous Plumbing 3,132 gsf $0.55 $1,723
Minor Plumbing Scope at Balance of Renovation Area, Allowance 16,468 gsf $2.20 $36,230
Total - Plumbing Systems $81,017
11 Heating, Ventilation and Air ConditioningHVAC Scope at Newly-Enclosed Hydrotherapy Area
Chilled / Heating Water Distribution 3,132 gsf $9.35 $29,284Air-Side Equipment 3,132 gsf $22.00 $68,904Air Distribution 3,132 gsf $20.35 $63,736HVAC Controls 3,132 gsf $5.50 $17,226Miscellaneous HVAC 3,132 gsf $2.75 $8,613
Minor HVAC Scope at Balance of Renovation Area, Allowance 16,468 gsf $4.40 $72,459
Total - Heating, Ventilation and Air Conditioning $260,223
12 Electrical Lighting, Power and CommunicationsElectrical Scope at Newly-Enclosed Hydrotherapy Area
Service and Distribution 3,132 gsf $2.48 $7,752Equipment Connections 3,132 gsf $1.38 $4,307Convenience Power 3,132 gsf $5.23 $16,365Lighting and Lighting Control 3,132 gsf $13.20 $41,342
Prepared by Cumming Page 30 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SPORTS MEDICINE RENOVATION
Element Quantity Unit Unit Cost Total
Miscellaneous Electrical 3,132 gsf $0.83 $2,584Minor electrical scope at balance of renovation area, allowance 16,468 gsf $1.65 $27,172
Special Electrical Scope at Newly-Enclosed Hydrotherapy AreaFire Alarm 3,132 gsf $4.40 $13,781Telephone / data systems, rough-only 3,132 gsf $2.48 $7,752CATV Systems 3,132 gsf $0.83 $2,584Audio / visual system, rough only 3,132 gsf $0.55 $1,723Audio / visual system equipment 3,132 gsf $2.75 $8,613P/A rough-in (conduit, boxes, and pull-string) 3,132 gsf $0.55 $1,723Security access control 3,132 gsf $2.48 $7,752CCTV systems 3,132 gsf $0.50 $1,550Minor special scope at balance of renovation area, allowance 16,468 gsf $0.83 $13,586
Total - Electrical Lighting, Power and Communications $158,584
13 Fire Protection SystemsAutomatic Sprinkler System at Hydrotherapy Area 3,132 sf $4.95 $15,503Minor Sprinkler Scope at Balance of Renovation Area, Allowance 16,468 sf $1.65 $27,172
Total - Fire Protection Systems $42,676
14 Site Preparation and DemolitionDemolition
Hardscape / landscape demo at existing courtyard, allowance 3,132 sf $3.85 $12,058
Total - Site Preparation and Demolition $12,058
Prepared by Cumming Page 31 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost
AMBULATORY GARAGE
Prepared by Cumming Page 32 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
PROJECT SUMMARY - AMBULATORY GARAGE
Element Subtotal Total Cost / SF Cost / SF
A) Shell (1-5) $113,242 $34.841 Foundations $18,523 $5.70
2 Vertical Structure $41,113 $12.65
3 Floor & Roof Structures $22,784 $7.01
4 Exterior Cladding $30,107 $9.26
5 Roofing and Waterproofing $715 $0.22B) Interiors (6-7) $39,869 $12.27
6 Interior Partitions, Doors and Glazing $24,087 $7.41
7 Floor, Wall and Ceiling Finishes $15,782 $4.86C) Equipment and Vertical Transportation (8-9) $2,681 $0.83
8 Function Equipment and Specialties $2,681 $0.83
9 Stairs and Vertical TransportationD) Mechanical and Electrical (10-13) $172,494 $53.08
10 Plumbing Systems $4,469 $1.38
11 Heating, Ventilation and Air Conditioning $75,969 $23.38
12 Electrical Lighting, Power and Communications $79,544 $24.48
13 Fire Protection Systems $12,513 $3.85E) Site Construction (14-16)
14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site
Subtotal $328,286 $101.01
General Conditions 6.0% $19,697 $6.06
Subtotal $347,983 $107.07
Bonds & Insurance 2.0% $6,960 $2.14
Subtotal $354,943 $109.21
General Contractor Fee 4.0% $14,198 $4.37
Subtotal $369,140 $113.58
Design Contingency 10.0% $36,914 $11.36
Subtotal $406,054 $124.94
Escalation 3.88% $15,748 $4.85
TOTAL ESTIMATED CONSTRUCTION COST $421,802 $129.79
Total Area: 3,250 SF
Prepared by Cumming Page 33 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - AMBULATORY GARAGE
Element Quantity Unit Unit Cost Total
1 FoundationsLayout 3,250 sf slab $0.17 $536Continuous Footings at Perimeter, allow 2'-0" x 1'-0" 250 lf
Concrete, 4000 psi 20 cy $165.00 $3,361Formwork 500 sf $4.95 $2,475Reinforcement (180# / cy) 3,667 lbs $0.89 $3,267Excavation 41 cy $14.30 $583Backfill 20 cy $12.10 $246Haul excess 20 cy $13.20 $269Dampproofing 250 sf $4.95 $1,238
Spread Footing, Allow 2'-6" x 2'-6" x 1'-0" every 30' 9 eaConcrete, 4000 psi 2 cy $165.00 $378Formwork 90 sf $4.95 $446Reinforcement (180# / cy) 413 lbs $0.89 $368Excavation 21 cy $14.30 $294Backfill 18 cy $12.10 $221Haul excess 2 cy $13.20 $30
MiscellaneousPerimeter drain 250 lf $19.25 $4,813
Total - Foundations $18,523
2 Vertical StructurePre-Engineered Metal Building
Pre-engineered metal building, including roof and siding 3,250 gsf $12.65 $41,113
Total - Vertical Structure $41,113
3 Floor & Roof StructuresSlab On Grade, 4" thick
Concrete including placing 44 cy $165.00 $7,282Formwork 250 lf $4.95 $1,238Gravel sub base - 6" 3,900 sf $1.38 $5,363Reinforcing steel (1.2 #/sf) 3,900 lb $0.94 $3,647Finish to slab 3,250 sf $0.55 $1,788Vapor barrier, 15 mil 3,250 sf $0.28 $894Add for thickened edges 10 cy $165.00 $1,681
MiscellaneousMiscellaneous metals, allowance 3,250 sf $0.28 $894
Total - Floor & Roof Structures $22,784
4 Exterior CladdingExterior Walls w/Pre-Engineered Metal Building AllowanceExterior Doors
Hollow-Metal Door in HM Frame, Including Hardware & FinishSingle, 3'-0" x 7'-0" 1 ea $1,595.00 $1,595
Specialty DoorsOverhead door, 12' x 12', exterior 3 ea $9,504.00 $28,512
Prepared by Cumming Page 34 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - AMBULATORY GARAGE
Element Quantity Unit Unit Cost Total
Total - Exterior Cladding $30,107
5 Roofing and WaterproofingRoofing w/Pre-Engineered Metal Building AllowanceMiscellaneous
Caulking allowance 3,250 gfa $0.22 $715
Total - Roofing and Waterproofing $715
6 Interior Partitions, Doors and GlazingInterior Construction
Interior PartitionsSteel stud partitions, 3 5/8", allow 18 ga, 16" o.c. 1,584 sf $9.13 $14,462
Hollow-Metal Door in HM Frame, Including Hardware & FinishSingle, 3'-0" x 7'-0", man-door 7 ea $1,375.00 $9,625
Total - Interior Partitions, Doors and Glazing $24,087
7 Floor, Wall and Ceiling FinishesFloor Finishes
Sealed concrete 3,250 sf $1.32 $4,290Base Finishes
Resilient base at sealed concrete flooring 513 lf $2.48 $1,270Ceiling Finishes
Exposed liner panel of pre-engineered metal building 3,250 sf No Cost ImpactWall Finish
FRP wall finish, 8'-0" high 1,056 sf $9.35 $9,874Paint to drywall 528 sf $0.66 $348
Total - Floor, Wall and Ceiling Finishes $15,782
8 Function Equipment and SpecialtiesCasework
Miscellaneous casework 3,250 sf $0.28 $894Miscellaneous Specialties
Miscellaneous specialties, allowance 3,250 sf $0.55 $1,788
Total - Function Equipment and Specialties $2,681
10 Plumbing SystemsRoof Drainage 3,250 gsf $1.38 $4,469
Total - Plumbing Systems $4,469
11 Heating, Ventilation and Air ConditioningChilled / Heating Water Distribution 3,250 gsf $4.95 $16,088Air-Side Equipment 3,250 gsf $10.18 $33,069Air Distribution 3,250 gsf $2.75 $8,938
Prepared by Cumming Page 35 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - AMBULATORY GARAGE
Element Quantity Unit Unit Cost Total
HVAC Controls 3,250 gsf $4.95 $16,088Miscellaneous HVAC 3,250 gsf $0.55 $1,788
Total - Heating, Ventilation and Air Conditioning $75,969
12 Electrical Lighting, Power and CommunicationsElectrical
Service and Distribution 3,250 gsf $2.20 $7,150Equipment Connections 3,250 gsf $1.38 $4,469Convenience Power 3,250 gsf $3.58 $11,619Lighting and Lighting Control 3,250 gsf $10.45 $33,963Miscellaneous Electrical 3,250 gsf $0.55 $1,788
Special Electrical SystemsFire Alarm 3,250 gsf $4.13 $13,406Security access control 3,250 gsf $2.20 $7,150
Total - Electrical Lighting, Power and Communications $79,544
13 Fire Protection SystemsAutomatic Sprinkler System 3,250 sf $3.85 $12,513
Total - Fire Protection Systems $12,513
Prepared by Cumming Page 36 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost
HAY / BEDDING / FEED STORAGE
Prepared by Cumming Page 37 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
PROJECT SUMMARY - HAY / BEDDING / FEED STORAGE
Element Subtotal Total Cost / SF Cost / SF
A) Shell (1-5) $162,802 $36.101 Foundations $21,979 $4.87
2 Vertical Structure $57,052 $12.65
3 Floor & Roof Structures $31,035 $6.88
4 Exterior Cladding $51,744 $11.47
5 Roofing and Waterproofing $992 $0.22B) Interiors (6-7) $6,683 $1.48
6 Interior Partitions, Doors and Glazing7 Floor, Wall and Ceiling Finishes $6,683 $1.48
C) Equipment and Vertical Transportation (8-9) $2,481 $0.558 Function Equipment and Specialties $2,481 $0.55
9 Stairs and Vertical TransportationD) Mechanical and Electrical (10-13) $239,368 $53.08
10 Plumbing Systems $6,201 $1.38
11 Heating, Ventilation and Air Conditioning $105,421 $23.38
12 Electrical Lighting, Power and Communications $110,382 $24.48
13 Fire Protection Systems $17,364 $3.85E) Site Construction (14-16)
14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site
Subtotal $411,334 $91.20
General Conditions 6.0% $24,680 $5.47
Subtotal $436,014 $96.68
Bonds & Insurance 2.0% $8,720 $1.93
Subtotal $444,734 $98.61
General Contractor Fee 4.0% $17,789 $3.94
Subtotal $462,524 $102.56
Design Contingency 10.0% $46,252 $10.26
Subtotal $508,776 $112.81
Escalation 3.88% $19,731 $4.38
TOTAL ESTIMATED CONSTRUCTION COST $528,507 $117.19
Total Area: 4,510 SF
Prepared by Cumming Page 38 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - HAY / BEDDING / FEED STORAGE
Element Quantity Unit Unit Cost Total
1 FoundationsLayout 4,510 sf slab $0.17 $744Continuous Footings at Perimeter, allow 2'-0" x 1'-0" 297 lf
Concrete, 4000 psi 24 cy $165.00 $3,993Formwork 594 sf $4.95 $2,940Reinforcement (180# / cy) 4,356 lbs $0.89 $3,881Excavation 48 cy $14.30 $692Backfill 24 cy $12.10 $293Haul excess 24 cy $13.20 $319Dampproofing 297 sf $4.95 $1,470
Spread Footing, Allow 2'-6" x 2'-6" x 1'-0" every 30' 10 eaConcrete, 4000 psi 3 cy $165.00 $420Formwork 100 sf $4.95 $495Reinforcement (180# / cy) 458 lbs $0.89 $408Excavation 23 cy $14.30 $326Backfill 20 cy $12.10 $245Haul excess 3 cy $13.20 $34
MiscellaneousPerimeter drain 297 lf $19.25 $5,717
Total - Foundations $21,979
2 Vertical StructurePre-Engineered Metal Building
Pre-engineered metal building, including roof and siding 4,510 gsf $12.65 $57,052
Total - Vertical Structure $57,052
3 Floor & Roof StructuresSlab On Grade, 4" thick
Concrete including placing 61 cy $165.00 $10,106Formwork 297 lf $4.95 $1,470Gravel sub base - 6" 5,412 sf $1.38 $7,442Reinforcing steel (1.2 #/sf) 5,412 lb $0.94 $5,060Finish to slab 4,510 sf $0.55 $2,481Vapor barrier, 15 mil 4,510 sf $0.28 $1,240Add for thickened edges 12 cy $165.00 $1,997
MiscellaneousMiscellaneous metals, allowance 4,510 sf $0.28 $1,240
Total - Floor & Roof Structures $31,035
4 Exterior CladdingExterior Walls w/Pre-Engineered Metal Building AllowanceExterior Doors
Specialty DoorsOverhead door, 14' x 14', exterior 4 ea $12,936.00 $51,744
Total - Exterior Cladding $51,744
Prepared by Cumming Page 39 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - HAY / BEDDING / FEED STORAGE
Element Quantity Unit Unit Cost Total
5 Roofing and WaterproofingRoofing w/Pre-Engineered Metal Building AllowanceMiscellaneous
Caulking allowance 4,510 gfa $0.22 $992
Total - Roofing and Waterproofing $992
7 Floor, Wall and Ceiling FinishesFloor Finishes
Sealed concrete 4,510 sf $1.32 $5,953Base Finishes
Resilient base at sealed concrete flooring 295 lf $2.48 $730Ceiling Finishes
Exposed liner panel of pre-engineered metal building 4,510 sf No Cost Impact
Total - Floor, Wall and Ceiling Finishes $6,683
8 Function Equipment and SpecialtiesMiscellaneous Specialties
Miscellaneous specialties, allowance 4,510 sf $0.55 $2,481
Total - Function Equipment and Specialties $2,481
10 Plumbing SystemsRoof Drainage 4,510 gsf $1.38 $6,201
Total - Plumbing Systems $6,201
11 Heating, Ventilation and Air ConditioningChilled / Heating Water Distribution 4,510 gsf $4.95 $22,325Air-Side Equipment 4,510 gsf $10.18 $45,889Air Distribution 4,510 gsf $2.75 $12,403HVAC Controls 4,510 gsf $4.95 $22,325Miscellaneous HVAC 4,510 gsf $0.55 $2,481
Total - Heating, Ventilation and Air Conditioning $105,421
12 Electrical Lighting, Power and CommunicationsElectrical
Service and Distribution 4,510 gsf $2.20 $9,922Equipment Connections 4,510 gsf $1.38 $6,201Convenience Power 4,510 gsf $3.58 $16,123Lighting and Lighting Control 4,510 gsf $10.45 $47,130Miscellaneous Electrical 4,510 gsf $0.55 $2,481
Special Electrical SystemsFire Alarm 4,510 gsf $4.13 $18,604Security access control 4,510 gsf $2.20 $9,922
Prepared by Cumming Page 40 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - HAY / BEDDING / FEED STORAGE
Element Quantity Unit Unit Cost Total
Total - Electrical Lighting, Power and Communications $110,382
13 Fire Protection SystemsAutomatic Sprinkler System 4,510 sf $3.85 $17,364
Total - Fire Protection Systems $17,364
Prepared by Cumming Page 41 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost
RESEARCH HORSE SHED
Prepared by Cumming Page 42 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
PROJECT SUMMARY - RESEARCH HORSE SHED
Element Subtotal Total Cost / SF Cost / SF
A) Shell (1-5) $64,449 $31.211 Foundations $22,744 $11.01
2 Vertical Structure $24,987 $12.10
3 Floor & Roof Structures $16,265 $7.88
4 Exterior Cladding5 Roofing and Waterproofing $454 $0.22
B) Interiors (6-7) $3,491 $1.696 Interior Partitions, Doors and Glazing7 Floor, Wall and Ceiling Finishes $3,491 $1.69
C) Equipment and Vertical Transportation (8-9) $1,136 $0.558 Function Equipment and Specialties $1,136 $0.55
9 Stairs and Vertical TransportationD) Mechanical and Electrical (10-13) $73,824 $35.75
10 Plumbing Systems $2,839 $1.38
11 Heating, Ventilation and Air Conditioning12 Electrical Lighting, Power and Communications $63,034 $30.53
13 Fire Protection Systems $7,950 $3.85E) Site Construction (14-16)
14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site
Subtotal $142,899 $69.20
General Conditions 6.0% $8,574 $4.15
Subtotal $151,473 $73.35
Bonds & Insurance 2.0% $3,029 $1.47
Subtotal $154,502 $74.82
General Contractor Fee 4.0% $6,180 $2.99
Subtotal $160,682 $77.81
Design Contingency 10.0% $16,068 $7.78
Subtotal $176,751 $85.59
Escalation 3.88% $6,855 $3.32
TOTAL ESTIMATED CONSTRUCTION COST $183,605 $88.91
Total Area: 2,065 SF
Prepared by Cumming Page 43 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - RESEARCH HORSE SHED
Element Quantity Unit Unit Cost Total
1 FoundationsLayout 2,065 sf slab $0.17 $341Continuous Footings at Perimeter, allow 2'-0" x 1'-0" 312 lf
Concrete, 4000 psi 25 cy $165.00 $4,195Formwork 624 sf $4.95 $3,089Reinforcement (180# / cy) 4,576 lbs $0.89 $4,077Excavation 51 cy $14.30 $727Backfill 25 cy $12.10 $308Haul excess 25 cy $13.20 $336Dampproofing 312 sf $4.95 $1,544
Spread Footing, Allow 2'-6" x 2'-6" x 1'-0" every 30' 11 eaConcrete, 4000 psi 3 cy $165.00 $462Formwork 110 sf $4.95 $545Reinforcement (180# / cy) 504 lbs $0.89 $449Excavation 25 cy $14.30 $359Backfill 22 cy $12.10 $270Haul excess 3 cy $13.20 $37
MiscellaneousPerimeter drain 312 lf $19.25 $6,006
Total - Foundations $22,744
2 Vertical StructurePre-Engineered Metal Building
Pre-engineered metal building, including roof and siding, 3-sides 2,065 gsf $12.10 $24,987
Total - Vertical Structure $24,987
3 Floor & Roof StructuresSlab On Grade, 4" thick
Concrete including placing 28 cy $165.00 $4,627Formwork 312 lf $4.95 $1,544Gravel sub base - 6" 2,478 sf $1.38 $3,407Reinforcing steel (1.2 #/sf) 2,478 lb $0.94 $2,317Finish to slab 2,065 sf $0.55 $1,136Vapor barrier, 15 mil 2,065 sf $0.28 $568Add for thickened edges 13 cy $165.00 $2,097
MiscellaneousMiscellaneous metals, allowance 2,065 sf $0.28 $568
Total - Floor & Roof Structures $16,265
4 Exterior CladdingExterior Walls (3-Sides) w/Pre-Engineered Metal Building Allowance
Total - Exterior Cladding
Prepared by Cumming Page 44 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - RESEARCH HORSE SHED
Element Quantity Unit Unit Cost Total
5 Roofing and WaterproofingRoofing w/Pre-Engineered Metal Building AllowanceMiscellaneous
Caulking allowance 2,065 gfa $0.22 $454
Total - Roofing and Waterproofing $454
7 Floor, Wall and Ceiling FinishesFloor Finishes
Sealed concrete 2,065 sf $1.32 $2,726Ceiling Finishes
Exposed underside of pre-engineered metal building 2,065 sf No Cost ImpactBase Finishes
Resilient base at sealed concrete flooring 309 lf $2.48 $765
Total - Floor, Wall and Ceiling Finishes $3,491
8 Function Equipment and SpecialtiesMiscellaneous Specialties
Miscellaneous specialties, allowance 2,065 sf $0.55 $1,136
Total - Function Equipment and Specialties $1,136
10 Plumbing SystemsRoof Drainage 2,065 gsf $1.38 $2,839
Total - Plumbing Systems $2,839
11 Heating, Ventilation and Air ConditioningHVAC System Not Required
Total - Heating, Ventilation and Air Conditioning
12 Electrical Lighting, Power and CommunicationsElectrical
Service and Distribution 2,065 gsf $3.03 $6,247Equipment Connections 2,065 gsf $1.38 $2,839Convenience Power 2,065 gsf $5.23 $10,790Lighting and Lighting Control 2,065 gsf $13.20 $27,258Miscellaneous Electrical 2,065 gsf $0.83 $1,704
Special Electrical SystemsFire Alarm 2,065 gsf $4.40 $9,086Security access control 2,065 gsf $2.48 $5,111
Total - Electrical Lighting, Power and Communications $63,034
13 Fire Protection SystemsAutomatic Sprinkler System 2,065 sf $3.85 $7,950
Prepared by Cumming Page 45 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - RESEARCH HORSE SHED
Element Quantity Unit Unit Cost Total
Total - Fire Protection Systems $7,950
Prepared by Cumming Page 46 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost
SITEWORK
Prepared by Cumming Page 47 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
PROJECT SUMMARY - SITEWORK
Element Subtotal Total Cost / SF Cost / SF
A) Shell (1-5) $1,168,481 $2.331 Foundations $11,280 $0.02
2 Vertical Structure $209,625 $0.42
3 Floor & Roof Structures4 Exterior Cladding5 Roofing and Waterproofing $947,576 $1.89
B) Interiors (6-7)6 Interior Partitions, Doors and Glazing7 Floor, Wall and Ceiling Finishes
C) Equipment and Vertical Transportation (8-9)8 Function Equipment and Specialties9 Stairs and Vertical Transportation
D) Mechanical and Electrical (10-13) $602,701 $1.2010 Plumbing Systems11 Heating, Ventilation and Air Conditioning12 Electrical Lighting, Power and Communications $602,701 $1.20
13 Fire Protection SystemsE) Site Construction (14-16) $2,063,650 $4.11
14 Site Preparation and Demolition $45,285 $0.09
15 Site Paving, Structures & Landscaping $1,574,506 $3.14
16 Utilities on Site $443,859 $0.88
Subtotal $3,834,833 $7.64
General Conditions 6.0% $230,090 $0.46
Subtotal $4,064,922 $8.10
Bonds & Insurance 2.0% $81,298 $0.16
Subtotal $4,146,221 $8.26
General Contractor Fee 4.0% $165,849 $0.33
Subtotal $4,312,070 $8.59
Design Contingency 10.0% $431,207 $0.86
Subtotal $4,743,277 $9.45
Escalation to MOC, 11/30/16 3.88% $183,955 $0.37
TOTAL ESTIMATED CONSTRUCTION COST $4,927,231 $9.82
Total Area: 502,000 SF
Prepared by Cumming Page 48 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SITEWORK
Element Quantity Unit Unit Cost Total
1 FoundationsFoundation at Open Arena 23,645 sf
Layout 23,645 sf slab $0.17 $3,901Spread Footing, Allow 2'-6" x 2'-6" x 1'-0" every 30' 22 ea
Concrete, 4000 psi 6 cy $165.00 $924Formwork 220 sf $4.95 $1,089Reinforcement (180# / cy) 1,008 lbs $0.89 $898Excavation 50 cy $14.30 $718Backfill 45 cy $12.10 $540Haul excess 6 cy $13.20 $74
Foundation at Round Pen 6,146 sfLayout 6,146 sf slab $0.17 $1,014Spread Footing, Allow 2'-6" x 2'-6" x 1'-0" every 30' 11 ea
Concrete, 4000 psi 3 cy $165.00 $462Formwork 110 sf $4.95 $545Reinforcement (180# / cy) 504 lbs $0.89 $449Excavation 25 cy $14.30 $359Backfill 22 cy $12.10 $270Haul excess 3 cy $13.20 $37
Total - Foundations $11,280
2 Vertical StructureOutdoor Arena Structure
Pre-engineered metal building at open air arena, open-sided 23,645 sf $7.15 $169,062Covered Round Pen
Pre-engineered metal building at open air arena, open-sided 6,146 sf $6.60 $40,564
Total - Vertical Structure $209,625
5 Roofing and WaterproofingRoofing at Open Arena
Standing seam metal roof system 21,019 sf $13.20 $277,451Premium for translucent Kalwall skylight 3,905 sf $110.00 $429,550Fascia at roof perimeter 646 lf $22.00 $14,212Sheetmetal, allowance 24,924 sf $0.44 $10,967
Roofing at Round PenStanding seam metal roof system 4,872 sf $13.20 $64,310Premium for translucent Kalwall skylight 1,606 sf $88.00 $141,328Fascia at roof perimeter 314 lf $22.00 $6,908Sheetmetal, allowance 6,478 sf $0.44 $2,850
Total - Roofing and Waterproofing $947,576
12 Electrical Lighting, Power and CommunicationsExterior lighting allowance 1 ls $75,000.00 $75,000Site electrical allowance 1 ls $200,000.00 $200,000Lighting scope at open arena 23,645 sf $11.00 $260,095Lighting scope at round pen 6,146 sf $11.00 $67,606
Prepared by Cumming Page 49 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SITEWORK
Element Quantity Unit Unit Cost Total
Total - Electrical Lighting, Power and Communications $602,701
14 Site Preparation and DemolitionErosion Control (per Engineer)
Wattles 25 ea $25.00 $625inlet protection, gravel bags 12 ea $55.00 $660Reseeding / soil control 4 ac $8,500.00 $34,000
Traffic Control (per Engineer)Traffic control 1 ls $10,000.00 $10,000
Total - Site Preparation and Demolition $45,285
15 Site Paving, Structures & LandscapingRoadway and Site Improvements (per Engineer)
Clearing and grubbing 4 ac $7,200.00 $28,800removal of asphalt mat 5,778 sy $6.00 $34,668Removal of pipe 1,736 lf $15.20 $26,387Embankment Material (CIP) 23,704 cy $17.40 $412,444Aggregate base course (CL 5 or 6) 4,678 ton $18.00 $84,200HMA (Grading S) 5,082 ton $92.00 $467,544Sidewalk - 5' min. width; 5" thick 9,500 sf $6.20 $58,900Vertical curb and gutter 1 type II 3,800 lf $19.25 $73,150
Signing and Striping (per Engineer)4" double yellow 528 sf $1.96 $1,0356" white 1,600 sf $1.96 $3,1364" white 203 sf $2.42 $491Thermoplastic pavement markings sf $16.33Signage allowance - MUTCH (not wayfinding) 1 ls $15,000.00 $15,000
Landscaping (per Engineer)Landscaping restoration allowance 75,000 sf $3.25 $243,750Irrigation allowance 1 ls $125,000.00 $125,000
Total - Site Paving, Structures & Landscaping $1,574,506
16 Utilities on SiteUtility Installation (per Engineer)
Storm36" RCP (CIP) 950 lf $130.65 $124,11818" RCP FES 1 ea $1,250.00 $1,250
Water6" C900 PVC DR18 - Fire Service 150 lf $125.40 $18,8104" C900 PVC DR18 - Domestic Service 150 lf $108.20 $16,230
Chilled Water12" HDPE 1,200 lf $110.00 $132,000
Sanitary Sewer8" SDR 35 PVC 450 lf $89.45 $40,253
Electric Duct BankElectric duct bank - 4-4" PVC; concrete encased 300 lf $122.30 $36,690
Prepared by Cumming Page 50 of 51
CSU Equine Veterinary Teaching HopsitalFort Collins, COConceptual Statement of Probable Cost 09/08/15
DETAIL ELEMENTS - SITEWORK
Element Quantity Unit Unit Cost Total
Transformer and pad - by CSU 1 ea Not IncludedNatural Gas
4" MDPE branch to building 150 lf $112.10 $16,815Telecommunications
100 pr cooper; 48 ct fiber - multi-mode 700 lf $82.42 $57,694
Total - Utilities on Site $443,859
Prepared by Cumming Page 51 of 51
Project Name - EVTH CSU South Campus Zip Code 80526 Notes:
= LEED Credit Documentation Complete & Uploaded to LEED On-line
LEED-NC v4 / Project Checklist Design Review Submittal = Credit "Anticipated to be Awarded" by GBCI
Date: 8/18/2015 LEED Project Boundary to include: site to property lines
Design Submitted to the USGBC -
Design Review Returned & Clarifications Requested -
Design Clarification Responses Returned to USGBC -
Finalized Design Points Awarded by USGBC -
Construction Submitted to the USGBC -
Date
UploadedPhase Category Value
Cost
ImpactAssignee Comment/Discussion
Integrative Process
1 D Credit 1 Credit Integrative Process (1 point)
0 0 1 0 Total Total 1 Point Available
Location and Transportation
0 D Credit 1 LEED for Neighborhood Development Location (8-16 points)
2 D Credit 2 Sensitive Land Protection (1 point) Redevelopment at existing site
0 D Credit 3 High Priority Site (up to 2 pts)
4 D Credit 4 Surrounding Density and Diverse Uses (up to 5 pts)
3 D Credit 5 Access to Quality Transit (up to 5 pts) BRT station 0.43 mi away, at least 108 service trips per day
1 D Credit 6 Bicycle Facilities (1 point)
1 D Credit 7 Reduced Parking Footprint (1 point) Depends how parking for new facility is evaluated
0 D Credit 8 Green Vehicles (1 point)
0 6 5 0 Total Total 16 Points Available
Sustainable Sites
1 C Prereq 1 Construction Activity Pollution Prevention (required)
1 D Credit 1 Site Assessment (1 point)
1 D Credit 2 Site Development - Protect or Restore Habitat (up to 2 pts)
1 D Credit 3 Open Space (1 point)
3 D Credit 4 Rainwater Management (2-3 pts)
2 D Credit 5 Heat Island Reduction (up to 2 pts)
1 D Credit 6 Light Pollution Reduction (1 point)
1 5 4 0 Total Total 10 Points Available
Water Efficiency
1 D Prereq 1 Outdoor Water Use Reduction (required)
1 D Prereq 2 Indoor Water Use Reduction (required)
1 D Prereq 3 Building-Level Water Metering (required)
2 D Credit 1 Outdoor Water Use Reduction (up to 2 pts)
4 2 D Credit 2 Indoor Water Use Reduction (up to 6 pts)
0 D Credit 3 Cooling Tower Water Use (up to 2 pts)
1 D Credit 4 Water Metering (1 point)
3 6 3 0 Total Total 10 Points Available
Energy & Atmosphere
1 C Prereq 1 Fundamental Commissioning and Verification (required)
1 D Prereq 2 Minimum Energy Performance (required)
1 D Prereq 3 Building-Level Enevery Metering (required)
1 D Prereq 4 Fundamental Refrigerant Management (required)
6 C Credit 1 Enhanced Commissioning (2-6 pts)
10 D Credit 2 Optimize Energy Performance (up to 18 pts)
1 D Credit 3 Advanced Energy metering (1 point)
1 1 C Credit 4 Demand Response (up to 2 pts)
2 1 D Credit 5 Renewable Energy Production (up to 3 pts)
1 D Credit 6 Enhanced Refrigerant Management (1 point)
2 C Credit 7 Green Power and Carbon Offsets (up to 2 pts)
4 21 4 0 Total Total 33 Points Available
Materials & Resources
1 D Prereq 1 Storage and Collection of Recyclables (required)
1 C Prereq 2 Construction and Demolition Waste Management Planning (required)
0 C Credit 1 Building Life-Cycle Impact Reduction (2-5 pts)
2 C Credit 2Building Product Disclosure and Optimization - Environmental Product
Declarations(up to 2 pts)
2 C Credit 3Building Product Disclosure and Optimization - Sourcing of Raw
Materials(up to 2 pts)
2 C Credit 4 Building Product Disclosure and Optimization - Material Ingredients (up to 2 pts)
2 C Credit 5 Construction and Demolition Waste Management (up to 2 pts)
2 8 0 0 Total Total 13 Points Available
Indoor Environmental Quality
1 D Prereq 1 Minimum IAQ Performance (required)
1 D Prereq 2 Environmental Tobacco Smoke Control (required)
2 D Credit 1 Enhanced IAQ Strategies (up to 2 pts)
2 1 C Credit 2 Low-Emitting Materials (up to 3 pts)
1 C Credit 3 Construction IAQ Management Plan (1 point)
1 1 C Credit 4 IAQ Assessment (up to 2 pts)
1 D Credit 5 Thermal Comfort (1 point)
2 D Credit 6 Interior Lighting (up to 2 pts)
1 2 D Credit 7 Daylight (up to 3 pts)
0 D Credit 8 Quality Views (1 point)
1 D Credit 9 Acoustic Performance (1 point)
2 11 4 0 Total Total 16 Points Available
Innovation
2 3 D/C Credit 1 Innovation (up to 5 pts)
1 D/C Credit 2 LEED Accredited Professional (with Specialty) (1 point)
0 3 3 0 Total Total 6 Points Available
Regional Priority
0 D/C Credit 1 Regional Priority (up to 4 pts)
0 0 0 0 Total Total 4 Points Available
Project Totals
12 54 18 0 Total Total Certified 40-49 points Silver 50-59 points Gold 60-79 points Platinum 80+ points * - estimated
Pre
req
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