request for proposal: metal building salina field house … request for proposal: metal building...

REQUEST FOR PROPOSAL: METAL BUILDING

SALINA FIELD HOUSE – SALINA, KS

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Date: October 19, 2015

Introduction: McCownGordon Construction is requesting proposals from Pre-Engineered Metal Building contractors to provide engineering, fabrication, delivery and erection the pre-engineered building structure for the Salina

Field House project in Salina, KS. The scope consists of the following:

• Provide Pre-Construction Services including but not limited to design assistance, budget and schedule input to the Construction Management and Design Teams

• Pre-Engineered Building Engineering & Design

• Furnish and Install Pre-Engineered Building(s)

Receipt of Proposals: All proposals shall be submitted no later than 2:00PM on October 30, 2015 via email to

[email protected]. All proposals will be opened privately at that time. The Owner and McCownGordon Construction reserve the right to reject any and all proposals.

Questions: All questions should be directed to: Chris Stanton, 816-877-0636 [email protected]

Bid Documents: All proposals shall be based on the scope outlined in the following documents.

- Schematic Drawings dated 10/16/15 as prepared by SFS Architecture and their consultants. - Schematic Design Narrative dated 10/16/15 as prepared by SFS Architecture and their

consultants. - PEMB Site Logistics Plan dated 10/16/15 as prepared by SFS Architecture and their consultants.

Qualifications: Provide a detailed overview of your firm’s history, services offered and information about your firm which may be relevant to demonstrate your ability to successfully complete this project.

Provide a complete list of all firms who are part of the proposal team including designers, subcontractors,

sub-subcontractors, suppliers, and other professional service providers.

Firm Experience: Identify up to three (3) similar projects the proposed team has successfully completed in the past five (5) years. For each project, identify the project name, square footage, contract amount, and its primary

function (i.e. fieldhouse, community center).

Key Personnel: Provide professional resumes for key personnel, to include at a minimum the proposed Design

Professional, Project Manager, Superintendent, Pre-Construction Manager/Estimator if applicable.

Confirm their availability to successfully complete the project.

mailto:[email protected]


REQUEST FOR PROPOSAL: METAL BUILDING

SALINA FIELD HOUSE – SALINA, KS

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Schedule: The design for the project is anticipated to conclude in January, 2016. Prior to the completion of the 100% construction documents, the PEMB supplier shall provide design assistance to the team. This may include

cost options, constructability reviews, material recommendations, scheduling or other necessary

meetings/information to provide a complete project. The construction activities on site are scheduled to commence in March, 2016 with the PEMB component to commence approximately 30-60 days later. It is

understood, an early release of the PEMB may be required to achieve the dates above. The final schedule will be developed with the assistance of the selected PEMB contractor/supplier.

Scope: Refer to the attached bid package for specific project/scope requirements

Bonding: By submitting a bid to McCownGordon Construction, your company agrees that it will submit current

financial statements, references and safety history to MGC’s third party analysis (Lockton Companies) prior to award of a contract. This review will be done on an annual basis. The link for the Lockton S.C.O.R.E.

system is https://Score.lockton.com/login.aspx?R=MGCL-12052324. A payment and performance bond may be required in the amount of 100% of your subcontract amount or you may be enrolled in MGC’s

Subguard program in lieu of a payment and performance bond.

Contract Award: All bids will be evaluated as a complete proposal including the base bid, alternates, unit prices, schedule,

preconstruction bid and design bid. The final award will be made on a best value for the project and not

necessarily on the base price.

Participation: Please confirm your participation by completing the section(s) below and return via email to [email protected] by October 22, 2015

□ I will be bidding □ I will not be bidding

Company: ____________________________________________________________________

Contact Name: ________________________ Contact Phone No: ______________________


MCCOWNGORDON CONSTRUCTION

SALINA FIELD HOUSE

SALINA, KS

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Bid Package – Pre-Engineered Metal Building The work in this contract shall include but shall not be limited to all labor, burden, fringe benefits, materials, tools, equipment, incidentals, supplies, samples, mockups, shop drawings, layout, hoisting and rigging, shipping and handling, storage, distribution, protection, supervision, coordination, compliance with all applicable agencies, insurance, overhead and profit to perform the work as required by the contract documents and this Scope of Work. Subcontractor is expected to fulfill all the obligations contained in the Master Subcontract Agreement (“MSA”), and, in addition, the following requirements. In the event of any inconsistency between the MSA and the contents of this Scope of Work, Subcontractor shall comply with the more stringent requirement. 1. General Provisions

1.1. General Provisions apply to all Work Packages. The following conditions are hereby incorporated into each and every Work Package description.

1.2. Include complete coordination with all other trades. 1.3. All work on site is to be performed safely in accordance with all OSHA standards and

McCownGordon’s published Safety Program. It is the responsibility of the Contractor to inform and educate all personnel working onsite of the aforementioned requirements and ensure that these policies are enforced each day. Specifically each Contractor is required to meet the following guidelines:

1.3.1. All Contractors must complete a Safety Orientation and a Competent Person form before starting work.

1.3.2. All Contractors must submit weekly safety meeting minutes and jobsite safety inspections to the Construction Manager.

1.3.3. When crane work can possibly encroach within 20’ of energized power lines, the Contractor is responsible to provide a spotter and have protective covers installed on the power lines.

1.3.4. Appropriate PPE is to be worn by all employees at all times. This includes but is not limited to hard hats, high visibility clothing, footwear, pants, shirts with sleeves, etc.

1.3.5. 100% fall protection is required for any worker that is exposed to a 6’ fall or greater. 1.3.6. Any energized electrical work must comply with NFPA 70E regulations.

1.4. Verification of all existing utilities as required to complete the work for this project to be included under this contract. Including coordination with MGC, City of Salina, KS, and/or utility companies as applicable.

1.5. Any employees who work around or with lead base paint materials must have lead awareness training before work begins. Certificates of training must be provided to MGC before work begins.

1.6. Subcontractors are responsible for reviewing lead surveys and must identify all areas of work that have lead base paint materials.

1.7. This project shall include at minimum a 1 year warranty from date of Substantial Completion for all items unless otherwise noted.

1.8. Include all required cleanup for work completed under this contract. Include daily cleanup of all areas where work is performed and disposal of debris to dumpsters, provided by others (unless noted otherwise).

1.9. Include complete coordination of deliveries and storage of all materials on site with Construction Manager’s Onsite Superintendent.

1.10. All work to be in accordance with durations shown in the construction schedule. The construction schedule will be reviewed at each weekly progress meeting. All modifications to the schedule at the progress meeting will be sent out with the meeting minutes and will become a contract document, superseding the original bid/contract schedule.


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1.11. Included is the protection of all adjacent surfaces/materials during performance of the work.

1.12. Include all necessary “quick-shipping”, material expediting, procurement expediting, labor overtime as necessary and costs necessary to meet the scheduled milestone dates and scheduled completion date per the construction schedule.

1.13. All materials and equipment to arrive in sufficient time to allow for installation and in sufficient time to be coordinated with work that is to be completed by other trades.

1.14. Include all necessary phasing required to complete the work per the project schedule. Contractor may deem it necessary to work an extended shift, more than one shift or more than one extended shift to meet the project schedule. All costs associated with work performed outside normal working hours shall be at the expense of the Contactor unless shift work has been directed and authorized in writing by the Construction Manager. If off-hours work is required, Contractor is required to obtain and pay for any permits associated with the work.

1.15. Include all necessary mobilizations as required to complete the work per the project schedule.

1.16. Include all manufacturer warranties, owner and maintenance manuals and as built drawings under this Contract. These are to be delivered to the Construction Manager (60) days from notice to proceed.

1.17. Include all lifts, equipment, scaffolding, etcAas required to complete this Contract. Construction Manager to provide “dance floor” scaffold at the house side of the auditorium for general use by all trades with overhead work. Contractors are expected to complete their Scope of Work in a timely fashion in accordance with the project schedule so as not to unduly extend the rental period of the scaffolding. Any Contractors causing delays in this work will be subject to back charges for scaffold rental.

1.18. Include all necessary material handling, hoisting, distribution, drayage, etcA of all materials installed under this contract on site.

1.19. Include preparation and delivery of (1) electronic copy of all necessary submittals and shop drawings and one (1) copy of “for construction” drawings provided to MGC per the dates below:

1.19.1. All submittals and shop drawings are due within 10 calendar days of Awarded Contracts unless otherwise noted on the construction schedule

1.19.2. All submittals are to be electronic format to Construction Manager unless they are material or color samples and they must be delivered to Construction Manager’s Office.

1.20. Provide all mockups and samples as indicated by contract documents. Include mockup fabrication on jobsite, staging in location per Construction Manager, and removal following completion of work.

1.21. Include all layout, field verifications and/or field engineering required to complete work under this scope. Take all necessary field measurements to verify fit of this work to that of other Contractors or existing conditions prior to the start of fabrication/erection/installation.

1.22. Include all required “hand work” to complete the scope under this contract. 1.23. Included is the weekly updating of all master as-built Construction Manager jobsite

drawings by this contractor’s on site superintendents or foreman so that Construction Manager is informed of work in place and modifications to the design.

1.24. Provide and pay for all required permit fees for work under this scope, excluding building permit.

1.25. All deliveries will be unloaded, inventoried and confirmed by this contractor. 1.26. All traffic control labor required for this scope of work.

1.26.1. A flagman is required at all pedestrian access areas. Must be present during loading/unloading and back-up activities, as well.

1.26.2. Equipment working in public streets must have working flashing strobe/beacon mounted on the equipment

1.27. Include pumping of water as required to complete scope of work.


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1.28. Any additional work that is put out for pricing from the Construction Manager shall be returned within one (1) week. All pricing must be submitted with the following items broken out: Material, Labor, Equipment, overhead, and profit. The labor must be broken down by labor rate and hours. Material must be broken down by unit prices and quantities.

1.29. Include attendance at weekly progress meetings, foremen meetings, safety meetings, and any other coordination meetings as necessary. This contractor will have a representative present at each weekly progress meeting on site. The time and day is to be determined. This representative at the meeting will possess knowledge on this contractor’s scope, procurement, man power, etcA and have the authority to make decisions for this contractor concerning schedule and pricing. At a minimum the Project Manager and Field Foreman are required to be in attendance at progress meetings.

1.30. This contractor will provide a detailed schedule of the completion of submittals and shop drawings along with a detailed list of all materials showing accurate lead times from approved submittals/shop drawings.

1.31. Any field work tickets that are generated in the field by the Construction Manager should be submitted within one (1) week of being verified by Construction Manager’s site superintendent with all cost associated broken down by item 1.28 above.

1.32. Daily reports are required to be filled out in detail and submitted to the superintendent at the end of each working day.

1.33. Coordinate openings required by this contract with other trades. 1.34. Each Work Package performing any excavations, trenching or earthwork must be

familiar with the Geotechnical Report and bid their work accordingly. Each Contractor must provide suitable compacted materials per project documents and haul off-site any extra materials.

1.35. Temporary toilets will be provided by others. 1.36. Each Contractor will be required to make provisions for safety/access for own work such

as; provide ladders, fall protection, drinking water, traffic control, signage, etc. 1.37. Access panels will be furnished, unloaded, stored, located, sized, blocked out by the

HVAC, Plumbing, Electrical, or Fire Protection contractor whose system required the access. If panels are for general purpose only, the General Trades Package will furnish them. Panels will need to be submitted for approval, keyed alike, and turned over to installation contractor immediately preceding installation. The Masonry contractor will install panels in masonry and the General Trades contractor will install panels in all other locations.

1.38. Where bituminous paint is scheduled in a specification section, that Work Package will be responsible for providing the painting.

1.39. Each contractor must provide the necessary manpower to monitor, protect and adjust their work items placed in concrete, masonry grouting, etc. to ensure alignment of finished product.

1.40. Each contractor will be required to provide their own sleeves, core drill, or otherwise make own penetrations and seal openings for work through walls, floors and ceilings.

1.41. All contractors should make arrangements to provide temporary lighting above and beyond what is installed as part of the Electrical work package as required to complete the Scope of Work. This includes any portable lighting and related power supply for any work required after hours to meet the construction schedule.

1.42. Material Escalation Costs: Each Contractor is responsible for reviewing the Project Schedule for timing of delivery of equipment and materials to the jobsite. This includes accounting for material escalation costs associated with material to be installed, as well as any potential labor rate increases. If equipment or materials are pre-purchased and stored, Contractors may bill for stored materials if they provide sufficient documentation (i.e. pictures, affidavits, proof of insurance, etc.) that the equipment or material is for the specific project.

1.43. Contractor shall be responsible for keeping surrounding streets clean of mud and debris and track out resulting from the work include in their scope. Any Contractor whose


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operations disturb, disrupt, damage or obliterate any siltation control measure, track out reduction measure, or Best Management Practice process or practice will be responsible for the cost to replace or re-establish the measure.

1.44. Benchmarks and control points will be provided at various locations. All Contractors are responsible for their own layout above and beyond. Any benchmarks that are damaged will be re-established at the expense of the Contractor responsible for the damage.

1.45. Include all costs for insurance per the contract documents. City of Salina, SFS Architecture and McCownGordon Construction are to be listed as additional insureds.

1.46. This Contractor has inspected the jobsite conditions and by submitting a proposal accepts the existing jobsite conditions.

1.47. Provide all travel and lodging expenses as required 1.48. Drugs, alcohol and fire arms are not allowed on the jobsite. 1.49. No smoking or use of any tobacco products will be allowed onsite. 1.50. Failure to adhere to these requirements can result in immediate removal of your firm’s

personnel, and contract termination.

2. Contract Documents 2.1 This scope of work to include all work complete per the contract documents. 2.2 Schematic Drawings dated 10/16/15 as prepared by SFS Architecture and their

consultants. 2.3 Schematic Design Narrative dated 10/16/15 as prepared by SFS Architecture and their

consultants. 2.4 It is understood that this package is being bid off Schematic Design Documents and

Outline Specifications that are not necessarily complete and this Contractor accepts responsibility to provide a complete system without missing components.

2.5 Agreement between the Owner and Construction Manager (Available Upon Request) 2.6 McCownGordon Construction Subcontract and Attachments

3. Inclusions/Clarifications - The work of this contract shall include, but shall not be limited

to, the following work: 3.1. Provide a complete Pre-Engineered Metal Building scope of work including all required

preconstruction services, design & engineering, labor, materials, equipment and incidentals necessary to fabricate, deliver, layout, erect, place, reinforce, temporarily brace, secure, and finish all buildings and associated components.

3.2. Engineered shop drawings are to be included, including sealed documents for permit submittal.

3.3. Include $1,000,000 professional liability insurance policy for design furnished under this scope of work.

3.4. Hold McCownGordon Construction harmless for design furnished under this scope of work.

3.5. Furnish to the owner all required owner stock, maintenance stock, or extra parts per specification for this scope of work.

3.6. Coordinate all inspections of work as required with McCownGordon Construction. 3.7. Furnish and Install a complete design-build Pre-Engineered Metal Building Package, per

the contact documents. 3.7.1. Include the following components:

3.7.1.1. Structural Frame 3.7.1.2. Reinforcing and Bracing 3.7.1.3. Roofing 3.7.1.4. Exterior Envelope, including insulation 3.7.1.5. Gutters, downspouts, trim, flashing, sealants, etc. 3.7.1.6. Framed openings for man doors and overhead doors 3.7.1.7. Painted Liner panels 3.7.1.8. Weather tightness warranty (20 Year)


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3.7.1.9. Point loads/supports for Structure Mounted Athletic Equipment (ie: basketball goals, volleyball standards, netting system, lights, overhead pipings, etc.)

3.7.1.10. 5#/sf collateral load 3.7.2. Coordinate with other contractors and show requirements on shop drawings for:

3.7.2.1. Concrete 3.7.2.2. Drs, frames, and hardware, 3.7.2.3. Drywall 3.7.2.4. Finishes 3.7.2.5. Plumbing 3.7.2.6. HVAC 3.7.2.7. Electrical

3.8. Furnish anchor bolts/embeds for installation by other trades for installation in accordance with the project schedule. Show locations on shop drawings and provide layout information and templates.

3.9. Furnish and install all required primary and secondary structural framing, columns, beams, rafters, base plates, purlins, girts, bracing, connections (bolted and/or welded), etc. for a complete installation.

3.10. Furnish and install 26 gauge (minimum) metal wall panels, based on manufacturer’s standard colors

3.11. Furnish and install 24 gauge (minimum) standard metal roof system, based on manufacturer’s standard colors.

3.12. Furnish and install all roof and exterior wall insulation (where applicable): 3.12.1. Wall Insulation = R-13 3.12.2. Roof Insulation = R-19

3.13. Include all required temporary bracing as required. Include removal of all bracing and associated components as required for coordination with other trades.

3.13.1. Provide all isolation pads and systems for all equipment as specified. 3.13.2. Provide all erection and hoisting equipment. 3.13.3. Include lane closures, traffic control, flagmen, etc. for erection purposes as

necessary, including all costs, approvals, requirements, etc. for the City of Salina. 3.13.4. Include just-in time delivery, as staging area is limited. Coordinate all staging and

deliveries with MGC Superintendent.

4. Exclusions 4.1. Dumpsters. 4.2. Concrete and foundations 4.3. Interior finish painting 4.4. Doors, frames,and hardware 4.5. Interior finishes and flooring 4.6. Drywall 4.7. MEP 4.8. Sales Tax

8. Schedule (Provide Durations in Working Days)

8.1. Building Reaction Information ________Days

8.2. Complete Shop Drawings ________Days

8.3. PEMB Fabrication & Delivery to Project Site ________Days

8.4. PEMB Frame Erection ________Days

8.5. PEMB Wall & Roof Panel Installation ________Days


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9. Contract Account Summary

9.1. Preconstruction (Estimating and Design Assistance) $___________

9.2. Engineering & Preparation of Shop Drawings $___________

9.3. PEMB Fabrication & Delivery $___________

9.4. PEMB Erection $___________

9.5. White Primer at all Primary Steel $___________

9.6. Subtotal (Sum of all items above) $___________

9.7. Performance & Payment Bond %__________ $___________

9.8. Total (Subtotal + P&P Bond) $___________

10. Unit Pricing / Breakout Pricing

10.1. Define Overhead & Profit Percentage %___________

10.2. Define General Conditions Percentage or Lump Sum Amount %/$___________

10.3. Define Any Work that will not be self-perfomed by this contractor

10.3.1. _________________________________________________________________

10.3.2. _________________________________________________________________

10.3.3. _________________________________________________________________

10.4. Rates for skilled labor in format as follows on your written proposal (rates to include Overhead and Profit). Skilled Labor Rates shall be as follows:

Apprentice Base Rate ________ OT Premium________ Journeyman Base Rate ________ OT Premium________ Foreman Base Rate ________ OT Premium________

11. Alternate Pricing 11.1. Alternate Roof System $___________

11.2. Alternate Wall Panels $___________


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12. Subcontractor Acknowledgement The undersigned hereby declares that he/she has examined the Construction Documents, Supporting Documents, has visited the Sites, can meet the required durations of the project schedule and agrees to all terms and conditions set forth in this scope of work and all of the contract documents. Subcontractor is representing that it is duly registered and licensed to perform all work of this contract and is presently in full compliance with current Contracting Licensure, Business Licensure, and Bid Laws that govern at the location of the project site. Subcontractor Name Signature Date

SCHEMATIC DESIGN NARRATIVE SALINA FIELD HOUSE CITY OF SALINA, KS

1 sfs architecture inc | 2100 central street suite 31 kansas city missouri 64108 | o.816.474.1397 f.816.421.8024 www.sfsarch.com

BULLETIN PURPOSE: DATE: ISSUED BY:

Schematic Design Narrative October 16, 2015 Jon Waynick

Building Construction (Large Volume): 1. Construction method: pre-engineered metal building construction. 2. Wall construction:

• R13 insulation. • Girt placement may vary depending on exterior option. Refer to exterior elevations. • Exterior cladding: painted (from manufacturer’s standard colors) metal panels (both ribbed

and flat) and glazing. Refer to exterior elevations.

• Painted liner panels to 10’-0” at turf area. • Impact resistant gyp. board to 10’-0” at basketball areas.

• Walls that separate core/back of house rooms from gym area and turf area will extend to the bottom of structure.

3. 16’x7’ Section of padding on wall behind basketball goals. Total of 8. 4. Items hung from the basketball/volleyball roof:

• Volleyball nets (total of 8). • Basketball goals (total of 16).

• Retractable screening (total of 6). • Lights • Fire sprinkler piping.

5. Items hung from roof in turf area:

• Permanent netting at perimeter. See plans for types and locations. • One retractable golf screen between two small fields.

• Two retractable baseball screens; one between 2 small fields & one dividing small field in 2. • Golf netting at roof of one small field.

• Baseball netting at roof of one small field. • Soccer netting at roof of one small field. • Lights

• Fire sprinkler piping. 6. Flooring in basketball/volleyball area:

• Option 1: Sheet sports flooring (Taraflex Sport M Performance, Tarkett Omnisports 8.3mm or similar).

• Option 2: Poured sports flooring (Pulastic Classic 90 or similar). • Option 3: Conventional hardwood flooring (Robbins Bio Cushion Classic or similar).

7. Flooring in turf area:

• Option 1: Removable rolled up turf.

• Option 2: Removable panelized turf. • Option 3: Permanent turf.

• Field lines painted for full sized soccer and 3 cross-field small fields. 8. Scorer’s table/scoreboard table: total of 6 is basketball/volleyball area. (This is an FF&E item. Not

to be included in construction cost)



9. Bleachers (This is an FF&E item. Not to be included in construction cost):

• 3-row tip-n-roll bleachers in the turf area. Total of 3 at 20’ long each. • 4-row tip-n-roll bleachers in the basketball area. Total of 4 at 20’ long each.

10. Player’s benches: total of 6 in basketball/volleyball area. (This is an FF&E item. Not to be included in construction cost)

11. Scorer’s table/scoreboard table: total of 6 is basketball/volleyball area. (This is an FF&E item. Not to be included in construction cost)

12. Flooring in public areas: sealed concrete floor slab. 13. Padding on columns in basketball area from 2’-0” to 8’-0”. 14. Lighting:

• Base bid is fluorescent. • Bid alternate for LED.

15. Doors:

• Hollow metal doors and frames (8’-0” tall at exterior, storage and mechanical rooms; 7’-0” tall at all other interior rooms)

• One 8’ x 8’ garage door on the north side and one on the south side. 16. Painting:

• All exposed wall and roof surfaces to be painted including PEMB structure.

• Alternate price for only white or light gray primer coating on PEMB structure. 17. Roofing:

• Standard metal roof system. • Color picked from manufacturer’s standard colors.

• R19 insulation with standard facing. • 20 year weather tightness warranty

• Gutters and downspout on the east and north sides.

Building Construction (Small Volume): 1. Construction method: conventional steel structure with metal stud wall framing. 2. Exterior cladding: painted (from manufacturer’s standard colors) metal panels (both ribbed and flat),

wood, aluminum storefront glazing, aluminum entrances and stone. See exterior elevations. 3. Exterior wall insulation: R13. 4. Roofing:

• TPO membrane roof.

• Insulation: R19 (flat-structure slopes). 5. Painted gyp. board interior walls. 6. Officials Room/First Aid Room:

• Painted gyp. board on metal stud framing walls. • Sealed concrete floor slab.

• 2x4 lay-in ceiling. 7. Large Restrooms (1 women’s, 1 men’s):

• Walls are epoxy painted 8” CMU.

• Epoxy flooring. • Painted gyp. board ceiling. • Restroom partitions will be standard painted metal.

• All restroom accessories including mirrors. • Drinking fountains outside restrooms.



8. Family Restrooms (2 total):

• Painted gyp. board walls. • Painted gyp. board ceilings. • Epoxy flooring.

• ADA toilet, sink and grab bars in each. • All restroom accessories including mirrors.

9. Community Rooms:

• Walls are painted gyp. board on metal stud walls. • Ceilings are 2x4 lay-in ceilings.

• Flooring is sealed concrete. • Approximately 10’ of low cabinets and solid surface counter tops in each room. • Acoustical folding partition between the two rooms with a gyp. board bulkhead above.

10. Concession/Warming kitchen:

• Walls are painted gyp. board on metal studs walls. • (2) overhead coiling doors at counters.

• Full size refrigerator and freezer. • Stainless steel counters with storage below (This is an FF&E item – not by contractor). • Hand sink.

• 2x4 lay-in ceiling. 11. Building Storage, Janitor’s Room, Mechanical Room, Sprinkler Room, Electrical Room:

• Painted plywood on metal stud framing walls.

• Sealed concrete floor slab. • No ceiling (open to structure above).

• Mop sink in Janitor’s Room. 12. Office/Administrative Space/Work Room:

• Painted gyp. board on metal stud framing. • 2x4 lay-in ceiling.

• Flooring: sealed concrete. 13. Control Desk:

• Approximately 20’ of lower cabinet and counter top space.

• Flooring: carpet tile on concrete floor. • Acoustical ceiling cloud over desk area.

14. Lobby Area:

• Sealed concrete floor slab.

• Painted gyp. board on metal stud framing walls. • Series of ceiling clouds along with areas that are open to structure.

• Masonry walls at Community Rooms, Concessions and Office.

Site: 1. Benches, trash receptacles and a bike rack will be included in construction budget. See site plan

for number and location. 2. Canvas screens will be funded through the City’s Art Commission. 3. There will be a monument sign. Contractor to carry a $5,000 allowance. 4. Patio furniture outside of Community Rooms will be included in the construction budget. 5. The trash enclosure will be located on the east side of the parking lot. This will be clad in cedar

siding to match property to the south. This should be included in the construction budget.



General Comments (entire building): 1. In all public areas where gyp. board is to be installed, abuse resistant gyp. board should be

installed. 2. See attached FF&E spreadsheet for clarification.

END SCHEMATIC DESIGN NARRATIVE

Salina Fieldhouse Schematic Design Report

October 16th, 2015

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PART 1 - EXECUTIVE SUMMARY

The following design analysis is for the construction of the Salina Fieldhouse building located in Salina, KS. This report provides mechanical, electrical, plumbing, and fire protection design direction for the project. The project consists of indoor soccer fields, gymnasium space, community rooms, lobby/gathering space, concessions and an area with restrooms and offices. This report provides a schematic level basis for establishing systems and materials for a starting point to begin design development.

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PART 2 - UTILITY SERVICES

2.1 GENERAL

A. Domestic Water Service: City of Salina Water Department

B. Fire Water Service: City of Salina Water Department

C. Sanitary Sewer Service: City of Salina Water Department

D. Electric Service: Westar Energy (785) 201-7399

E. Natural Gas: Kansas Gas Service

2.2 BUILDING

A. Site Water Management:

1. Site water management design parameters will be provided by the civil engineer.

B. Domestic Water Service:

1. A 3”φ water service shall be located in the - mechanical room in the Building. Backflow

prevention will be provided inside of the building in the mechanical room. A water meter shall

be located outside and provided by Civil engineer.

C. Fire Water Service:

1. One 6” φ fire service connection shall feed the building in a mechanical room in the back of

house area. The fire service shall be connected to the nearest city water main. The fire service

connection shall be provided with a double check backflow preventer assembly located inside

the building.

D. Sanitary Sewer Service:

1. A 6” φ sanitary sewer line will serve the building.

E. Storm Water Service:

1. Two 12” storm lines shall serve the facility. Exit points to be coordinated with civil engineer

based on site utilities.

F. Natural Gas Service:

1. Natural gas shall serve domestic water and HVAC equipment. A gas line with 2PSI shall be

brought into the building. A gas meter shall be provided by the local gas company at out side of

the building.

G. Electric Service:

1. One 12,470V-480Y/277V pad-mounted step-down transformers will be provided to serve one

new 1600A, 480/277V, three-phase, four-wire switchboard. Two, Ventilated, dry-type, step-

down transformers will be used to reduce the voltage to 208Y/120V, three-phase to distribute

the power throughout the building.

2.3 UTILITY ROOM SPACE NEEDS

A. The new main electrical equipment is anticipated to require approximately 180 square feet of floor space.

B. The fire protection water service entrance space requirement is anticipated to be 64 square feet within the new mechanical room.

C. The water service entrance space and plumbing equipment requirements is anticipated to be 230 square feet within the new mechanical room.

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PART 3 - CODES AND REGULATIONS

3.1 THE FOLLOWING CODES WILL BE USED IN THE DESIGN OF THIS PROJECT:

A. 2006 International Building Code with local amendments

B. 2006 International Mechanical Code with local amendments

C. 2006 International Plumbing Code with local amendments

D. 2006 International Fuel Gas Code with local amendments

E. 2006 International Fire Code with local amendments

F. 2006 International Energy Conservation Code with local amendments

G. National Fire Protection Codes

1. NFPA (National Fire Protection Association) 13, “Installation of Sprinkler Systems”, 2007 Edition.

2. NFPA 20, “Installation of Stationary Pumps for Fire Protection”, 2007 Edition

3. NFPA 25, “Inspection, Testing and Maintenance of Water-Based Fire Protection Systems”,

Current Edition.

4. NFPA 72 – “National Fire Alarm Code”, 2007 Edition

H. NFPA 70, 2008 National Electric Code

I. ASHRAE 55-2004 Thermal Environmental Conditions for Human Occupancy

J. ASHRAE 62.1-2007 Ventilation for Acceptable Indoor Air Quality

K. ASHRAE Standard 90.1-2007 Energy Standard for Buildings Except Low-Rise Residential Buildings

L. ASME A17.1-2007, Safety Code for Elevators and Escalators

M. Americans with Disabilities Act

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PART 4 - HVAC/UTILITY

4.1 GLOBAL DESIGN CRITERIA

A. Outdoor Design Temperature

1. The ASHRAE outside summer and winter design conditions for Salina, KS will be used for design

purposes.

2. Ambient Design Conditions:

a. Heating: 0.9°F db (99.6%)

b. Cooling: 98.2°F db (1.0%)/ 73.7°F wb (MCWB)

c. Dehumidification: 72.2°F dp (1.0%)/ 83.1°F (MCDB)/ 75.1°F wb (MCWB)

B. Inside Temperatures

1. The following temperatures (Winter/Summer) are assumed Climate and Thermal Comfort

Design Criteria.

a. All areas unless noted 75°F, 50%-60% RH summer; 70⁰F winter

(no humidification in winter)

b. Electrical Equipment Rooms 65°F/ 85°F

c. Mechanical Rooms 68°F/ 80°F

C. Minimum Ventilation Requirements

1. The minimum ventilation requirements will be provided with mechanical ventilation subject to

compliance with the International Building Code and ASHRAE Standard 62.1-2007: Ventilation

for Acceptable Indoor Air Quality. The ventilation will be determined by the ventilation rate

procedure as prescribed in ASHRAE Standard 62.1-2007 to establish minimum ventilation rates.

D. Noise Criteria (NC) Guidelines for Air System Design

1. All areas unless noted NC 40 – NC 45

2. Office/Administration NC 30 – NC 35

3. Lobby Area NC 35 – NC 40

E. Occupancy

1. Occupancy for the project will be determined by the occupant densities listed in ASHRAE 62.1-

2007 for the most applicable categories unless otherwise directed by the Owner. The maximum

total building occupancy is predicted to be approximately 400 people.

F. Temperature Setbacks

1. During unoccupied hours the Building Management System (BMS) will allow the building to drift

to setback temperatures of 82°F summer (adj.) and 65°F winter (adj). If any building

temperature sensor exceeds the summer setback temperature or drops below the winter

setback temperature the HVAC system will operate in occupied mode until the space is satisfied.

G. Energy Efficiency

1. The building will be constructed subject to compliance with 2006 International Energy

Conservation Code for minimum energy efficiency compliance with state building codes.

ASHRAE Standard 90.1-2007 will be used for establishing the baseline efficiency for reporting

energy cost efficiency improvements. No specific energy reduction target has been established

at this time, but this represents approximately 20% reduction vs ASHRAE 90.1-2007.

H. Envelope Loads

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1. The design envelope values established for the project were assumed from ASHRAE 90.1 -2007

and are as follows:

a. Roof U – 0.05

b. Walls U – 0.06

c. Glazing U – 0.55

SC – 0.46

Table 4: Building Envelope Requirements for Climate Zone 4A

Opaque Elements

Nonresidential

Assembly Maximum

Insulation Min. R-Value

Roofs

Insulation Entirely Above Deck U-0.048 R-20.0 ci

Metal Building U-0.065 R-19.0

Attic and Other U-0.027 R-38.0

Walls, Above Grade

Mass U-0.104 R-9.5 c.i.

Metal Building U-0.113 R-13.0

Steel-Framed U-0.064 R-13.0 + R-7.5 c.i.

Wood-Framed and Other U-0.089 R-13.0

Walls, Below-Grade Below-Grade Wall C-1.140 NR

Floors

Mass U-0.087 R-8.3 c.i.

Steel-Joist U-0.038 R-30.0

Wood-Framed and Other U-0.033 R-30.0

Slab-on Grade Floors

Unheated F-0.730 NR

Heated F-0.860 R-15 for 24 in

Opaque Doors

Swinging U-0.700

Non-Swinging U-1.5

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Fenestration Assembly Max. U Assembly Max SHGC

Vertical Glazing

Nonmetal framing U-0.40

SHGC-0.40 all Metal Framing (curtain wall/storefront)

U-0.50

Metal Framing (entrance door) U-0.85 Metal Framing (all other) U-0.55

Skylight with Curb, Glass, % of Roof

0% - 2.0% Uall-1.17 SHGCall-0.49

2.1% - 5.0% Uall-1.17 SHGCall-0.39

Skylight with Curb, Plastic % of Roof

0% - 2.0% Uall-1.30 SHGCall-0.65

2.1% - 5.0% Uall-1.30 SHGCall-0.34

Skylight with Curb, All % of Roof

0% - 2.0% Uall-0.69 SHGCall-0.49

2.1% - 5.0% Uall-0.69 SHGCall-0.39

Table 2: ASHRAE 90.1-2007 Building Envelope Requirements for Climate Zone 4A

I. Duct Sizing Criteria

1. The aspect ratio for ductwork should be no more than three with a maximum of five only when

required due to space constraints.

2. Friction Loss per 100 Feet

a. Supply air ductwork for constant volume systems should be sized for pressure drop range

between 0.08” to 0.1" w.c. and a maximum velocity 2,000 fpm.

b. Supply air ductwork upstream of VAV boxes for variable volume systems should be sized

for pressure drop range between 0.20" and 0.25" w.c and a maximum velocity of 3,000

fpm. Supply air ductwork downstream of VAV boxes shall be sized using same criteria as for

constant volume systems.

c. Return air and exhaust air ductwork should be sized for a pressure drop range between

0.05" and 0.08" w.c with a maximum velocity of 1,500 fpm.

d. Transfer air ducts should be sized for minimal pressure drop (total pressure drop of 0.01"

w.c.) and a maximum velocity of 700 fpm.

e. Grilles, registers or screens installed on return air and/or transfer air ducts shall be sized

for a maximum pressure drop of 0.05” w.c. and maximum velocity of 500 fpm through the

net free area.

J. Duct Insulation

1. Duct sizes shown on the plans indicate free area of duct required or clear inside dimensions.

2. All return air and supply air ductwork shall be insulated.

a. Exposed rectangular supply or return air ductwork should be lined.

b. Concealed rectangular or round supply air or return air ductwork should be wrapped.

3. Exposed round supply air ductwork is not insulated.

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4. Exhaust air ductwork should not be insulated unless within 10’ of an exterior wall or roof.

5. Ductwork shall be insulated per Table 6.8.2B in ASHRAE 90.1-2007 as is summarized below.

TABLE 6.8.2B Minimum Duct Insulation R-Value

Climate Zone Exterior Ventilated

Attic

Unvented Attic Above

Insulated Ceiling

Unvented Attic

with Roof Insulation

Unconditioned Space

(Crawlspaces)

Indirectly Conditioned

Space (RA Plenum)

Buried

Supply Ducts

4 R-6 R-6 R-6 R-3.5 R-3.5 none R-3.5 Return Ducts

4 R-3.5 R-3.5 R-3.5 none none none none

Table 3: ASHRAE 90.1-2007 Duct Insulation Requirements

K. Duct Pressure Classification

1. SMACNA classifies ductwork based on static pressure (positive and negative) and maximum

velocity in the ductwork. The static pressure classification is provided in the SMACNA HVAC Duct

Design manual. Static pressure classifications range from 1/2" to 10" of w.c of static pressure.

Tables in the SMACNA HVAC Duct Construction Standards Metal and Flexible manual provide

the minimum thickness, duct reinforcement and support spacing for all sizes of rectangular and

round ductwork based on the duct pressure classification. Construct and support duct systems

to meet these requirements.

2. For positive pressure systems, the static pressure decreases as the air moves from the fan

discharge to the outlet. For negative pressure systems, the static pressure increases as the air

moves from the inlet to the fan suction.

3. Duct static pressure classification should be determined using the following criteria:

a. For systems with no blockage of flow between the fan and the outlets, the duct static

pressure should be based on the external static pressure in the ductwork and/or the

maximum velocity in the ductwork.

b. For systems that have dampers or some other device that could close resulting in a blockage

of airflow, the duct static pressure class should be based on the static pressure that the fan

can develop at no flow conditions, positive or negative, or the maximum velocity in the

duct whichever is higher.

L. Duct Leakage Class

1. SMACNA provides recommendations for the level of sealing ductwork to minimize leakage

based on the duct static pressure. SMACNA defines the level of sealing using Seal Class A, B, C

or None with A providing the least amount of leakage. The SMACNA HVAC Duct Design manual

contains this information.

a. Seal Class C requires sealing the transverse joints only (Recommended by SMACNA for

systems with static pressure class less than 2” w.c.).

b. Seal Class B requires sealing the transverse joints and longitudinal seams (Recommended

by SMACNA for systems with static pressure class between 2” w.c. and 3” w.c.).

c. Seal Class A requires sealing the transverse joints, longitudinal seams and wall penetrations

(Recommended by SMACNA for systems with static pressure class greater than 3” w.c.).

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2. The following are recommended sealing requirements:

a. All ductwork installed outdoors should be sealed to meet Seal Class A.

b. Supply air ductwork in constant volume systems should follow SMACNA’s

recommendations as noted above.

c. In variable volume systems, supply air ductwork with static pressure class less than 3” w.c.

should be sealed to meet Seal Class B and greater than 3” w.c. should be Seal Class A.

d. Return air ductwork should be sealed to meet Seal Class B.

e. Exhaust air ductwork should be sealed to meet Seal Class B.

M. Duct Fitting and Layout Criteria

1. Provide galvanized steel ductwork and housings as shown on drawings. Construct ductwork

including fittings and transitions in conformance with current SMACNA Standards relative to

gauge, bracing, joints, etc. Minimum thickness of duct shall be 26-gauge sheet metal.

2. Provide radius elbows, turns and offsets with a minimum centerline radius of 1-1/2 times the

duct width. Where space does not permit full radius elbows, provide short radius elbow with a

minimum of two continuous splitter vanes. Vanes shall be the entire length of the bend.

3. Provide mitered elbows where space does not permit radius elbows, where shown on the

drawings or at the option of the contractor with the engineer’s approval.

4. Mitered elbows less than 45 degrees shall not require turning vanes. Mitered elbows 45 degrees

and greater shall have single thickness turning vanes of same gauge as ductwork, rigidly fastened

with guide strips in ductwork. Vanes for mitered elbows shall be provided in all supply and

exhaust ductwork and in return and outside air ductwork that has an air velocity exceeding 1000

fpm.

5. Ducts shall be connected to fans, fan casings and fan plenums by means of flexible connectors.

Flexible connectors shall be neoprene coated glass cloth canvas connections and have a flame

spread of 25 or less and smoke developed rating not higher than 50. Joints shall be airtight and

installed with minimum 1-1/2” slack.

6. Provide balancing dampers wherever necessary for complete control of airflow. Damper

leakage for outside air dampers shall not exceed 4.0 cfm/sf in full closed position at 1” wg

pressure differential across damper.

7. Provide 45 degree rectangular/round side takeoff fittings with double bearing damper with

insulation build out for round ductwork branch takeoffs to individual air devices.

8. Where access to dampers through a hard ceiling is required, provide a cable operated volume

damper with remote operator. Damper shall be adjustable through the diffuser face or frame

with standard 1/4” nutdriver or flat screwdriver. Cable assembly shall attach to damper as one

piece with no linkage adjustment. Positive, direct, two-way damper control shall be provided

with no sleeves, springs or screw adjustments to come loose after installation. Support cable

assembly to avoid bends and kinks in cable.

9. Flexible duct runs shall not exceed 5 feet in length, and shall be installed as straight as possible

avoiding tight turns.

N. Diffuser Design Criteria

1. All supply diffusers shall be sized for a maximum NC rating of 25 and a maximum pressure drop

of 0.1 in w.c.

2. All return grilles shall be sized for a maximum NC rating of 25 and a maximum pressure drop of

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0.05 in w.c.

3. All linear supply diffusers shall be provided with a prefabricated insulated plenum.

4. All return grilles shall be provided with a flexible boot for noise attenuation.

5. The maximum neck size for any diffuser shall be 12” diameter based on main ductwork sizes and

available plenum space.

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4.2 HVAC SYSTEMS OPTIONS ANALYSIS

A. Previously HEI facilitated a discussion to establish the project “value-set”. By defining the criteria upon which the success of any decision will be evaluated and then establishing a weighting for each criteria, we can quickly score multiple design options to select the option that is the best fit for the project. The list below represents the weighted value set for this project, each ranked from 1 to 10 (low to high) to indicate their relative impact on a final system decision.

B. System Options

1. Soccer/Gymnasium Two main design options were presented for evaluation:

a. Grade mounted Rooftop units with DX cooling and natural gas heat.

b. Air rotation units with DX cooling and natural gas heat and remote condensing unit.

Supplemental fans may be required depending on final arrangement of equipment.

2. Lobby/Core Area

a. VAV Rooftop mounted with DX cooling and natural gas heat with variable air volume

terminal units with electric reheat coils serving individual zones.

b. Variable Refrigerant Volume (VRV) with Dedicated Outdoor Air Systems (DOAS).

3. A sketch and a summary of scoring for each option is shown below.

C. Soccer Fields/Gymnasium

1. Option 1 – Grade mounted Rooftop Units with DX cooling and natural gas heat

a. Provide grade mounted rooftop units to serve the Soccer Fields and the Gymnasium Area.

Approximate capacities are as follows:

1) Soccer Fields:

a) Two units b) Cooling capacity: 304 MBH Sensible, 415 MBH Total (~34 tons) c) Heating capacity: 780 MBH

2) Gymnasium

a) Three units b) Cooling capacity: 320 MBH Sensible, 427 MBH Total (~35 tons) c) Heating capacity: 850 MBH

b. Air shall serve the space via overhead supply air ductwork with surface mounted supply

grilles. Air shall return to the units via wall mounted return grille. Supply and return air

ductwork shall extend through the exterior wall and connect to the unit.

c. Advantages

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1) More familiar system

2) Controllability

3) Dehumidification

d. Disadvantages

1) More equipment

2) Exterior Ductwork

3) Interior Ductwork

2. Option 2 – Air Rotation Units

a. Provide one Air Rotation Unit with matched air cooled condensing unit to serve the Soccer

Fields and one unit to serve the Gymnasium Area. Approximate capacities are as follows:

1) Soccer Fields:

a) Cooling capacity: 607.5 MBH Sensible, 824.3 MBH Total b) Heating capacity: 1558 MBH

2) Gymnasium

a) Cooling capacity: 985.5 MBH Sensible, 1282.6 MBH Total b) Heating capacity: 2543 MBH

Air Rotation Systems use high volume, low velocity, air-circulation to distribute conditioned air

to a large open space. The conditioned air delivered to the space may be heated, cooled,

humidified, dehumidified or supplemented with outside, fresh air as defined by the

requirements of the space. Air Rotation is a total conditioning system, including general

ventilation that results in no stratification, vertical temperature control, low energy and

maintenance costs.

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The general concept of Air Rotation (sometimes referred to as air turnover) is to return all the

air in the space to an Air Rotation unit a sufficient number of times per hour to ensure an even

distribution of the conditioned air. This concept provides for an even temperature distribution

of the conditioned air product. Throughout the building, the temperature may not vary by

more than +/-2 degrees Fahrenheit from a set point. Additionally, the measured temperature

variation throughout the building height will typically indicate a maximum 2 degree

temperature rise for every 10 feet of elevation increase.

Air Rotation Systems are designed to pull the return air in at floor level by means of a

continuously circulating fan system. The return air section has a thermostat that measures air

temperature. When the thermostat detects the requirement to add building heat, for

example, the heat module will function to heat the air. The discharge air is passed on to an air

outlet where it is directed into the space near the ceiling. The heated air is low temperature,

generally only 20 degrees Fahrenheit above the thermostat set point. This low temperature

air, when delivered to the space, will mix better with the existing ambient air and will not

stratify as easily as if it were delivered at a high temperature.

Air Rotation Systems are designed to project air up to 400 feet from the heat source and 350

feet from the cooling source. Units are provided with a custom-designed air outlet for each

space that can directionally project the conditioned air out to the space.

b. Advantages

1) No Ductwork

2) Less Equipment

3) Cost

c. Disadvantages

1) Unfamiliar system for most commercial applications

2) Large, single piece of equipment

3) Maintenance access to some component requires ladder/lift

4) No variable volume fan

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D. Lobby/Core Areas

1. Rooftop VAV Units with DX cooling and natural gas heat

a. Provide roof mounted DX cooling and modulating gas fired heating variable air volume

(VAV) RTU of approximately 25 tons for the Lobby/Core Area to serve single duct VAV boxes

with electric heating coils with SCR capacity control. Air shall serve the space via overhead

supply air ductwork connected to ceiling mounted diffusers downstream of the VAV boxes.

Air shall return to the units via ceiling mounted return grilles and open air plenum.

Ductwork shall be configured as required for the new architectural space plans.

b. Advantages

1) More familiar system

2) Controlability

3) Dehumidification

c. Disadvantages

1) Cost

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2. Option 2: Variable Refrigerant Volume System (VRV) with Dedicated Outdoor Air System

(DOAS)-Administration Area only

a. The space heating and cooling requirements shall be served by direct expansion (DX)

variable refrigerant volume (VRV) split systems consisting of air cooled indoor units and air-

cooled heat pump outdoor units (approximately 20 tons). The variable refrigerant volume

system shall have the ability to modulate from 100% to approximately 14% of design

capacity.

b. The indoor units shall be a combination of wall mounted units, and concealed horizontal

units operating subject to refrigerant metering devices that shall monitor the units and

adjust the heating and cooling accordingly to satisfy the load requirements. The indoor

units shall include hot-gas supply, return, and circulation lines to allow a space to heat while

another operates in cooling.

c. The HVAC system shall consist of (1) 800 cfm 100% outdoor air roof mounted unit. Each

unit shall include minimum MERV 13 filtration, sensible and total wheel heat exchangers

for preconditioning, heat pump coils connected to the VRV heat recovery system and supply

and exhaust fans with variable speed drives. The energy recovery wheels shall be used to

reclaim energy from the building relief air and transfer it to the outside air entering the

building. The cooling and reheat coils will be used in conjunction to control the humidity of

the outside air entering the building.

d. The unit shall be provided with a dedicated ventilation air ductwork distribution system.

e. Advantages

1) Part load efficiency

2) Simultaneous Heating/cooling

f. Disadvantages

1) First Cost

2) Serviceability

3) Requires separate ventilation system

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PART 5 - PLUMBING


The following outlines the general requirements for all plumbing systems.

A. Domestic Cold Water

1. Shutoff valves 3” and larger will be cast iron gate type with non-rising stems, 2-1/2” and smaller

will be bronze body gate or ball valves. All valves will be 125psi SWP rated.

2. Domestic cold water will be provided for all plumbing fixtures and devices that require potable

water.

3. The cold water distribution piping will be sized for a maximum velocity of 6 FPS.

4. All domestic cold water piping will be insulated with 1” thick “all service jacket” fiberglass

insulation.

5. Minimum domestic cold water sizing shall be ¾” for any horizontal piping. Final runs to fixtures

may be ½” minimum.

B. Domestic Hot Water

1. Temperature and pressure relief valve drains will be routed to a floor drain. An expansion tank

will be provided.

2. Domestic hot water will be delivered at 140 °F to individual fixtures and mixed down to suitable

temperatures via means of a thermostatic mixing valve at each fixture (110 °F at lavatories).

3. Domestic hot water will be recirculated by means of a pump. This recirculation pump will be

provided with an aquastat and time switch.

4. Shutoff valves 3” and larger will be cast iron gate type with non-rising stems, 2-1/2” and smaller

will be bronze body gate or ball valves. All valves will be 125psi SWP rated.

5. The hot water distribution piping will be sized for a maximum velocity of 5 FPS.

6. All domestic hot and hot water return piping will be insulated with 1” thick “all service jacket”

fiberglass insulation.

7. Minimum domestic hot water sizing shall be ¾” for any horizontal piping. Domestic hot water

circulation piping and final runs to fixtures may be ½” minimum pipe size.

C. Sanitary, Waste and Vent System

1. Floor drains will be provided with trap guards.

2. Plumbing vents within six lineal feet of the roof outlet will be insulated with 1” thick “all service

jacket” fiberglass insulation.

3. Cleanouts will be added for sanitary risers on every level to facilitate maintenance.

4. Access panels will be added at chase risers to facilitate maintenance.

5. Size sanitary and vent piping per IPC 2006 requirements.

D. Building Storm Water (Core/Low Roof Area)

1. Nickel-bronze “lamb’s tongue” downspout nozzles shall be utilized for overflow storm outlets,

mounted at 18” above grade.

2. The under slab foundation drainage system (if required) shall be designed by others. If the

foundation drainage system cannot flow by gravity into the storm drainage system, then a

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duplex sump pump shall be provided. A gravity storm drainage system shall be provided for the

facility. The system shall connect to each roof drain and area drains. The storm drainage system

shall be sized to remove rainwater from the roof of the building. A secondary roof overflow

system shall be provided and consist of either overflow piping system that discharges onto grade

by the use of downspout nozzles (lamb’s tongue). The primary and overflow systems shall be

sized based upon the local rainfall rates.

3. Access panels will be added at chase risers to facilitate maintenance.

4. Wall cleanouts will be provided at all grade penetrations.

E. Natural Gas

1. Natural gas shall be provided for all pieces of equipment that require fuel through an elevated

gas pressure system. The location of the gas meter/regulator assembly shall be coordinated

with the architect to decide where it should be located on the outside of the building. The

distribution system shall include all regulators, valves, vents, piping and fittings that are required

for the facility.

F. Pipe Materials

1. Each plumbing fixture or group of plumbing fixtures will be protected from hydraulic shock with

piston type water hammer arrestors sized for the fixture or number of fixtures served.

2. Hot water temperature will be maintained with a piped return system with balancing valves at

each branch and a “cartridge” bronze recirculation pump located at the water heater.

3. Domestic Hot and Cold Water (above grade) – Type “L” copper with sweat joints and wrought

copper fittings

4. Domestic Hot and Cold Water (below grade) – Cement lined ductile iron pipe and fittings.

5. Storm, Sanitary, Waste and Vent (below grade) – PVC DWV with push-on (neoprene) joints

below floor.

6. Storm, Sanitary, Waste and Vent (above grade) – No-hub cast iron with approved stainless steel

couplings above floor.

G. General

1. Isolation valves will be provided throughout the facility to enable servicing, expansion,

renovation or construction of any part of the facility without interruption of plumbing services

to adjacent spaces. Isolation valves shall be included at each restroom, each floor and each

riser.

2. Condensate drains will be provided from air conditioning equipment to discharge indirectly to

floor drains located in mechanical rooms or on roof with the nearest roof drains if the

condensate from roof-top units.

3. General purpose floor drains will be in each restroom, including restrooms with one water closet

and lavatory, as well as in janitor closets and mechanical rooms.

4. Equipment floor drains will be located near each water heater or piece of equipment requiring

a floor drain. Chillers in the central plant will have a floor drain at each end of the chiller.

5.2 PROPOSED DESIGN ANALYSIS

A. Domestic Hot and Cold Water

1. See Part 2 - Utility Services for domestic water service main.

2. The need for the booster pumps shall be analyzed when a flow test becomes available.

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3. Domestic hot water shall be centralized distributed throughout the building via tank type gas

water heaters in mechanical room.

4. Domestic hot and cold water shall be provided for all domestic plumbing fixtures and devices

that require potable water. The water service main shall branch out to serve two domestic cold

water systems. One system is for potable water and the other shall serve the mechanical

systems as required along with an irrigation tap. Each system shall be protected with a backflow

device.

5. An expansion tank shall be provided for each water heating system to meet domestic hot water

requirements.

6. A “RPZ” backflow preventer shall be provided inside of the building if irrigation system required.

7. A water softener will be provided for domestic hot water and heating water only.

B. Sanitary, Waste and Vent System

1. See Part 2 - Utility Services.

2. Provide ProSet trap guard at all floor drains except floor drain with high flow rate which need

trap primer.

C. Building Storm Water


2. A primary roof drain system will be provided and interior building storm piping will convey storm

water to below grade. A secondary roof drain system will discharge water above grade per code

requirements.

D. Building Natural Gas


E. Plumbing Fixtures

1. Water closets in public toilets will be vitreous china, siphon jet, wall hung flush valve type.

Where shown on architectural plan, fixtures will be mounted at handicap elevation. Flush valves

will be 1.6 gallons per flush, sensor type with turbine operation and battery backup with manual

courtesy flush feature.

2. Lavatories will be under-counter vitreous china with faucets having 0.5 gpm flow restrictors

using turbine operation and battery backup sensor faucets. Where indicated on the drawings

lavatories will be equipped with ADA compliant faucets and insulation kits.

3. Urinals will be wall hung vitreous china flush valve type. Urinal flush valves will be “pint” 1.0

gallons per flush, sensor type with turbine operation and battery backup with manual courtesy

flush feature. One fixture in each men’s toilet will be mounted at handicap elevation.

4. Water coolers will be wall hung, stainless steel bowl type. Fixture will be mounted at handicap

elevation unless more than one fixture is located in the vicinity. Each water cooler will be

provided with an integral cooling unit and bottle filling station.

5. Janitor’s mop sinks will be 24” x 24” x 12” terrazzo floor mounted type.

6. Fixtures will be provided with chromium plated brass trim and individual stop valves.

7. Appropriate 'barrier free' fixtures will be provided in accordance with the "Americans with

Disabilities Act" (A.D.A.).

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PART 6 - POWER


The following outlines the general requirements for all power systems.

A. General

1. Energy

a. 2006 IECC or ASHRAE 90.1 – 2007 requirements shall be used for lighting power density

and voltage drop calculations.

2. Utility Services – Building

a. The extensions of the primary electrical services beyond the transformer pads will be

designed by the Civil Engineer.

3. Power Distribution

a. In general, large heating, air conditioning, and mechanical/plumbing equipment will be

served at 480V, three-phase, 60 hertz. Fluorescent and LED lighting will be served at 277V,

single-phase, 60 hertz. General purpose receptacles, computer equipment, and

incandescent lighting (if needed) will be served at 120V, single-phase, 60 hertz. Motors of

1/2 horsepower and larger will be served at 480V or 208V, three-phase, three-wire, 60

hertz. Motors less than 1/2 horsepower will be served at 277V or 120V, single-phase, two-

wire, 60 hertz.

B. Basic Materials

1. Conductors:

a. All branch circuit wiring conductors and feeders will be copper.

b. The minimum size conductors allowed for branch circuit wiring will be No. 12 AWG.

c. The minimum size conductors allowed for control wiring will be No. 14 AWG.

d. The minimum size conductors allowed for signal wiring will be No. 18 AWG.

e. Conductor insulation type will be THHN/THWN for wire sizes No. 12-8 AWG, and THW or

THHN/THWN for wire sizes No. 6 AWG and larger.

f. Conductors for underground installation will have type THW, USE or RHW insulation.

g. Neutral conductors will be full size throughout system as a minimum. Oversized neutral

conductors will be provided in areas with potential high harmonic currents.

2. Raceways:

a. A complete raceway system will be provided for all power conductors.

b. Rigid metal conduit, rigid aluminum conduit, intermediate metal conduit and/or electrical

metallic tubing will be used within the building. Rigid metal conduit or rigid aluminum

conduit will be used where conduit is installed both exposed and in a location that is

susceptible to damage. Do not use RAC outdoors, below grade, imbedded in concrete or

other areas corrosive to RAC.

c. Schedule 40 PVC conduit will be used where conduit is installed in soil or subjected to

corrosive conditions and may be used in concrete slabs where allowed.

d. Flexible metal conduit will be used for connections to motors, transformers, miscellaneous

vibrating/rotating equipment, and recessed light fixtures.

e. Liquid-tight flexible metal conduit will be used for flexible connections to kitchen

equipment and in wet or damp locations.

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f. Minimum conduit size will be 3/4”.

g. All exposed conduits installed in finished spaces will be painted to match surrounding areas.

h. Empty conduit raceway systems will also be provided for any communication cables located

in areas with non-accessible ceilings or exposed structure.

3. Outlet boxes:

a. Outlet boxes will be galvanized steel. Cast boxes will be used in areas of severe moisture

or where subject to physical damage.

4. Wiring Devices:

a. Switches will be 20 amp, 120-277 volt, a.c. only; toggle type, single pole, double pole, three-

way or four-way; specification grade; quiet type.

b. Receptacles will be 20 amp 125 volt a.c. single or duplex type with wrap-around steel strap,

automatic grounding feature, with nylon or lexan face; specification grade conforming to

federal specifications. Receptacles for maintenance and special equipment will be provided

as required by code.

1) Receptacles will be provided in each space per program requirements. At a minimum,

each regularly occupied space will have at least one receptacle per wall.

2) All receptacles in restrooms, janitor closets, and those serving counter tops with sinks

will be GFCI type.

3) All receptacles in exterior locations will be in-use extra duty weatherproof with

weather-resistant GFCI type receptacles.

4) Receptacles for general use will be 20A, heavy duty, grounding type.

5) In general, receptacles located in telecom closets will be isolated ground type.

6) Mounting heights will be per ADA requirements.

7) Receptacles on the emergency power system will have a LED illuminated face (internal

lamp).

5. Coverplates:

a. Flush mounted outlets will be provided with type 302 stainless steel coverplates with

beveled edges.

C. Electrical Distribution Equipment

1. Safety Switches:

a. Heavy duty, dead-front, NEMA Type 1, 3R or 4 as required, quick-make, quick-break, pad-

lock feature, fusible or non-fusible will be provided as required with separate grounding

bar.

2. Motor Starter Equipment:

a. Motor control centers will be provided where a sufficient number of motors are located in

the same area, otherwise, individual motor starters will be provided. All starters will be

combination type with fused disconnect or circuit breaker capable of being padlocked in

the off position.

b. All automatically controlled starters will have a local hand-off-auto switch to allow for

individual testing of the motor. All starters will contain pilot lights to visually indicate

operation.

c. A disconnecting means will be installed within sight of motors and other equipment where

specifically indicated.

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d. The Central Building Automation and Energy Management System (BMS), specified in

another division, will be utilized wherever possible to reduce the amount of electrical

energy consumption.

e. Variable frequency drives will be specified under Division 23 for any equipment requiring

variable speed controllers.

3. Combination Motor Starters:

a. Thermal magnetic molded case circuit breaker disconnect with externally operated, pad

lockable handle. NEMA 1, 3R or 4 enclosure will be provided as applicable. Starter will be

in accordance with magnetic starters above.

4. Panelboards:

a. Bolt-on, fixed trip, molded case, thermal magnetic trip circuit breaker protection devices

rated to withstand the available fault current. Separate neutral and ground busses.

b. Panelboards will be sized to allow minimum of 25% growth and provided with labeled

directories.

c. Branch panelboards will be surface or recessed mounted as conditions require.

5. Distribution Panelboards - Circuit Breaker Type

a. Distribution panelboards will be equal to Square D type “I-Line”.

b. Provide with copper bus

c. Breakers will be thermal magnetic type, quick-make, quick-break, trip-indicating, ambient

compensated, bolt-in type.

d. Typed directories will be provided in each panelboard.

e. Fused main switches will be provided where required by code.

f. A minimum of three spare three-pole breakers will be provided in each panelboard

6. Switchboards:

a. Switchboards will be NEMA PB 2 deadfront distribution type construction.

b. Circuit breakers will be utilized as required to provide over-current protection, system

coordination and interrupt available short circuit current.

c. Future provisions: All unused spaces provided will be fully equipped for future devices,

including all appropriate connectors and mounting hardware.

d. Electronic meters will be provided at all main switchboards. The following metered data

(at a minimum) will be provided at each switchboard:

1) Phase Currents, Each Phase: Plus or minus 1 percent.

2) Phase-to-Phase Voltages, Three Phase: Plus or minus 1 percent.

3) Phase-to-Neutral Voltages, Three Phase: Plus or minus 1 percent.

4) Megawatts: Plus or minus 2 percent.

5) Megavars: Plus or minus 2 percent.

6) Power Factor: Plus or minus 2 percent.

7) Frequency: Plus or minus 0.5 percent.

8) Accumulated Energy, Megawatt Hours: Plus or minus 2 percent; accumulated values

unaffected by power outages up to 72 hours.

9) Megawatt Demand: Plus or minus 2 percent; demand interval programmable from

five to 60 minutes.

e. Current transformers and necessary contacts will be provided for interface with BMS.

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f. Phase loss detection will be provided at each switchboard including phase indicator lights

for utility.

g. Main, feeder and branch circuit devices will be part of a UL acceptable Series Combination

Rating.

7. Transformers (480V, three-phase, three-wire primary to 208Y/120V, three-phase, four-wire

secondary)

a. Dry type, ventilated, 200°C insulation system temperature class.

b. Provide with copper windings.

c. K-Factor rated (Provide for all data closet transformers)

d. 115 degree C temperature rise

e. NEMA standard voltage taps.

f. NEMA standard low level sound ratings.

g. Shielded and isolated type for audio equipment use.

8. Surge Protective Devices (SPD) will be provided on each switchboard. Distribution panelboards

that serve significant electronic equipment and/or circuits for equipment located exterior to the

building will be equipped with secondary level SPD protection. Branch protection will be

provided for panelboards serving IT loads as well as Computer Equipment loads.

D. Grounding:

a.

b. A ground bar will be provided in the main electrical room for bonding of all required

electrodes to the ufer ground.

c. All feeders and individual branch circuits will be provided with a separate grounding

conductor.

d. Ground busses will be provided in all electrical distribution equipment.

e. All communication rooms will be provided with a ground bar and # 6 ground conductor

connected to building grounding electrode system.

E. Lightning Protection:

1. Lightning protection system shall be provided. Provide a complete master label “Franklin” type

lightning protection system in accordance with U.L. and NFPA requirements.

F. Mechanical Equipment Connections

1. Electrical power connections will be made to all mechanical equipment, plumbing equipment,

and fire protection equipment; including furnishing of all electrically associated devices such as

disconnect switches, contactors, magnetic or manual starters, lock-out switches, etc., which are

not furnished under the Mechanical, Plumbing or Fire Protection sections.

G. Sound Systems:

1. Refer to the low-voltage systems portion of this narrative.

H. Security Systems:

I. Refer to the low-voltage system portion of this narrative. Telecommunication Systems:

1. Telecommunication system rough-in provisions will be provided.


The following describes the electrical systems that will be utilized to serve the facility.

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A. Service Size

B. One new 12,470V-480Y/277V utility pad-mounted step-down transformer will be located on the north side of the building. The utility transformer will be sized by the utility and will govern the size of the concrete pad.

C. Power Distribution

D. One new 1600A, 480Y/277V, three-phase, four-wire main switchboard (MSB) will primarily serve lighting and general power throughout the building. It will also serve the mechanical units located throughout the building. The MSB will be serving downstream one 480V panel and three 208V panels and two 480V/208V step-down transformer for power distributed throughout the building. The MSB and downstream panelboards will be located in the main electrical room on the north side of the building, semi-centrally located. The approximate size of the electrical room needed to house the equipment will be 12’ x 15’.

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PART 7 - LIGHTING


The following outlines the general requirements for all lighting systems.

A. Code Requirements

1. The minimum lighting feeder and panelboard capacity will be designed in accordance with the

NEC.

B. Light Levels per Space

1. ANSI/IESNA RP-1-04 for Office Lighting will be referenced.

Room Description Light Level (fc)

Fixture Type Lamp Type Switching Method

Emergency Lighting

Required Lobby 15-20 fc

F/DN CFL/MH LRP/ML/DS Y Conference Rooms 35 fc RL/DN F/LV ML/D N Meeting/Training 35 fc RIF/DN F/CFL D/LRP/ML Y

Restrooms 15 fc FS/WS/DN F/LED OS/LRP Y Corridors/Core 15 fc FT/WS/DN F/LED LRP/NL Y

Basketball/Soccer 50 fc HB F/LED OS,LK,ML Y Private Office 35 fc RIF /TL F OS/LS/TL N

Kitchen 40 fc T/HE F OS/L N

Mech/Elec/Data Rooms 20 fc FS F LS Y Small Storage Rooms 15 fc FS/FT F OS/LS N

Parking 1-2 fc Pole Lighting LED LRP, PC N

Janitor’s Closets 15 fc FS/FT F OS/LS N

Bldg Entrance/Exit Dock 5 fc F/DN/WM F/LED P/LRP Y C Custom Decorative L Local, single level

CFL Compact Fluorescent

LED LED D Dimmer

LK Local, key switch

DN Downlight

LRP Lighting Relay Panel DS Daylighting Sensor

LS Local toggle switch

F Fluorescent

MH Metal Halide FS Fluorescent strip

ML Multi-Level

FT Fluorescent troffer

OS Occupancy sensor FW Fluorescent Wall mount

P Photocell

RL Recessed linear fluorescent

RIF Recessed Indirect Fluorescent IC Incandescent can or track

TS Time Switch

ID Suspended Fluorescent Indirect/Direct

WM Wall-mount HID IF Industrial Fluorescent

TL Task Lighting

P Pendant LCP Lighting Control Panel

WS Wall Sconce

LV Low Voltage

Notes: Per IES Standards for maintained illumination based on task, use and occupants. Does not include daylight contributions. Values listed in table are HEI predictions for load calculation purposes.

Table 6: Lighting Types by Room

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C. Lighting Power Density Targets

1. The total interior building connected lighting load is targeted to be 10% less than the maximum

allowed density defined by the locally adopted energy code. The 2006 IECC (ASHRAE 90.1 –

2007) requires 1.0 watt per square foot for a whole building analysis of an office building.

Therefore, the goal for the connected load of the interior building lighting is 0.9 watts per square

foot. Greater use of task lighting and lower ambient lighting levels throughout will help to

achieve this goal.

D. Light Fixtures and Materials

1. Fluorescent Lamp and Ballast Specifications

a. Lamps will be low mercury, TCLP compliant, for T-8, T-5, and compact fluorescent types

with a 3500°K color temperature. In general, lamps will be provided by Osram Sylvania.

b. Ballasts will be the programmed rapid start electronic type for maximum energy savings,

silent operation and rated for 277V, single-phase operation with a maximum of 10% total

harmonic distortion.

2. Emergency Lighting

a. Under emergency lighting conditions, an average illumination of 1 footcandle will be

maintained along the egress paths as required by code.

b. All emergency lighting will be powered via emergency battery integral to light fixtures

selected to maintain the above illumination level.

c. Exit signs will be low wattage LED type with green letters.

E. Light Switches and Coverplates

1. Lighting switches will be quiet type, toggle or key type, specification grade, color as desired by

Architect or Owner.

a. Coverplates for wall devices will be coordinated with lighting controls and will match wiring

device covers. All plates for multiple gang requirements will be one-piece combination.


The following describes the lighting systems that will be utilized for the facility.

A. Phase 1 Building

1. Private and Open Offices

a. General Lighting

1) Recessed indirect/direct type 2’-0” x 4’-0” fluorescent light fixtures with standard T8

fluorescent lamps will be utilized in private office spaces. Fixtures will have standard

program start type ballasts.

b. Task Lighting

1) Task lighting will be provided by Owner on an as-needed basis.

2. Conference Rooms

a. Recessed linear fluorescent fixtures in combination with adjustable downlights will be

utilized to provide multiple levels of illumination. Wall-mount, fluorescent indirect lighting

on soffit provides low level ambient lighting for video conferencing. Dimming (down to

10%) will be provided for all fixtures in Conference Rooms.

b. Suspended indirect/direct type fluorescent light fixtures with standard wattage T8

fluorescent lamps will be utilized throughout open office spaces. Fixtures will have

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standard program start type ballasts.

3. Lobby

a. To Be Determined. Refer to Table 6 for general assumptions.

4. Restrooms

a. Fluorescent linear strips for cove lighting provide on both stall and lavatory sides of

restrooms.

b. Additional accent lighting at mirrors (wall sconces) to be provided.

5. Corridors / Typical Floor Core Circulation

a. Recessed fluorescent troffers 2’-0” x 4’-0” will be utilized and controlled via relay panel.

6. Mechanical/Electrical/Storage Rooms

a. Pendant or surface mounted fluorescent strip fixtures with wire guards.

B. Site

1. General Requirements

a. Existing street lights (Owned by City) will need to be relocated during the construction of

this building. The street lights will stay zoned separately from new lights provided in

paragraphs below. The layout of street lighting will be designed to meet the City of Salina

criteria.

b. New plaza lighting shall be of LED type, 12’-15’ pole mounted and assumed with a 6”

concrete base for location south of the building. The plaza lighting will be designed to

maintain proper light levels required at all property lines.

2. Building Mounted

a. It is anticipated that project will include exterior building façade lighting. Final lighting

design to be determined and will be coordinated with building façade fenestration,

material, and signage elements.

3. Entry Signage

a. Lighting will be provided for monument entry signage.

7.3 LIGHTING CONTROLS

A. Phase 1 Building

1. General

a. Commons, corridors, and exterior lighting will be a relay based automatic central control

lighting system consisteing of lighting control relay panels and shall be provided with timed

automatic control of these spaces. A zoned system (per energy code requirements) for

interior lighting, exterior lighting, security lighting and plaza lighting shall be provided and

coordinated to meet the requirements of the Owner’s operations. Local manual override

switches shall be provided in commons, corridor and other public areas, coordinated with

the Architect and Owner. A daylight control system will be provided in the commons areas

as required per code.

b. Classrooms, private and admin offices, restrooms and conference room spaces will be

provided with ceiling mounted and wall-mounted occupancy sensors for automated

control of lighting based on occupancy.

1) These spaces will have manual on/automatic off and have local controls consisting of

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low-voltage multi-pushbutton station. Conference rooms will be evaluated to have

separate scenes setup for the low-voltage pushbutton station in those rooms for AV

intensive rooms.

2. Occupancy sensors will be provided in the following areas:

a. Private Offices

b. Open Office

c. Restrooms

d. Closets/Storage Rooms

e. In general, small utility closets and/or storage rooms will be reviewed for occupancy sensor

application. Automatic shut-off means will be provided to meet code requirements;

however timer will also be evaluated.

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PART 8 - FIRE PROTECTION


A. Fire Service Entrance(s)

1. One 6” φ fire service connection shall feed the building in a mechanical room in the back of

house area. The fire service shall be connected the nearest city water main. The fire service

connection shall be provided with a double check backflow preventer assembly located inside

the building.

B. Fire Booster Pump

1. A fire booster pump is not anticipated for the building at this time. Flow test information not

yet available for the vicinity, and the need for a fire pump will be analyzed again when flow test

information becomes available.

C. Fire Standpipe System

1. The highest story within the building is not greater than 30 ft to the lowest level of fire

department access. Standpipes are not anticipated for the building.

D. Fire Sprinkler System

1. Complete automatic sprinkler protection complying with NFPA 13 shall be provided throughout

all areas of the building. Fire sprinklers shall have protective guards installed in all court and

field areas. Sprinkler protection will be designed for light hazard with areas designed for

Ordinary Hazard (Group 1 and Group 2).

E. Fire Alarm System

1. The building shall be provided with a fire alarm system complying with NFPA 72 and the IBC.

Fire alarm devices shall have protective guards installed in all court and field areas. The fire alarm

control panel shall be located in an electrical room in a location coordinated with the responding

fire department near the primary fire department response point.

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PART 9 - CONTROLS


A. Provide a complete Building Management System (BMS) with digital control. All new automation and control components shall be integrated into a distributed network system communicating over a non-proprietary local area network and provide hardware consisting of field Stand-Alone Direct Digital Controllers (DDC), Smart Local DDC's and PC-based operator workstations. The BMS shall include the automatic control of all central plant level, system level and zone level equipment.

1. Trending and Data Storage

a. Controls contractor shall provide the ability to trend all the points in the system for a

minimum of one full year and store all of that information for a minimum of one year.

9.2 LOW VOLTAGE SYSTEMS

A. General

1. At this time, these systems have not been defined; however, provisions for “rough-in”

requirements for telephone, CATV, security, A/V, and data network equipment will be made.

Such provisions may include empty conduits, cable trays, conduit sleeves, pull boxes, outlet

boxes, telephone terminal boards, etc. Generally, communication outlets will consist of a

junction box with 1" conduit stubbed into accessible ceiling space. All device and equipment

locations will be directed by and coordinated with Architect and Owner.

scottsummers

Rectangle

scottsummers

Rectangle

Co

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Pa

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Se

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FF

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ag

e

Ow

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up

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De

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List

#

Budget Notes

X solid/mesh

X Overhead. Cross court goals on larger courts. Total of 16

X

X Overhead. Total of 8.

Pickleball nets X

Futsal goals X

X

X

X May not be needed depending on turf.

X

X Refer to plans. Total of 6 retractable/movable nets.

X (2) approximately 25'x80'. Screening included in Protective Nets

X

X

X

X

X Screening included in Protective Nets

Portable pitching mounds X

L-screens (pitching) X

Golf hitting mat X

Baseball hitting mat X

X throughout building

X in lobby

X lobby, community rooms

Marker board display X

X

X

X

Access control X

POS system X

Ceiling fans X Possibly in gymnasium space

Kitchen Equipment

Refrigeration X

Freezer X

X

Dishwasher X ??

X

X Check code - don't want grease interceptor

Stainless steel tables X

X

Storage shelving X

Menu board X

X

Front desk X

X

X

X

Blinds X possibly in community rooms

Trash receptacles X

Information kiosk

Security cameras

Technology

Sound system

Sports Equipment

Gym Divider Curtains

Portable basketball floors

Salina Field House

FFE Accounting

Protective nets

Batting cages

Tip and roll bleachers

Scorer tables/chairs

Golf netting

Hand sink

3 compartment sink

Warming table(s)

Furniture

Service windows/counters

Pitching machines

Basketball goals

Volleyball standards

Scoreboards

Storage cages

Turf groomer

Soccer goals

Player seating

Lobby furniture

Office furniture

Community room tables and chairs

Patio furniture

monitors/visual displays

Phone system

Computers

Miscellaneous

Toilet room accessories X

Vending machines X

Signage/graphics X

Operable partitions X

Storage shelving X

Court/Field Signage Banners X

Knox Box X

Building Address X

Dedication plaque X

Patio furniture X

X

X

Maintenance

Trash enclosure X cedar siding

X

Lawn/landscape maint. equipment X

X

Snow removal equipment

Bike racks

Trash receptacles

Exterior Furnishings

Tools

Structural Schematic Design Narrative Salina Downtown Fieldhouse Page 1

Structural Schematic Design Narrative Design Criteria The provisions of the following codes and references will be used for both design and construction. These documents establish the minimum structural strength and serviceability requirements to be met in order to safeguard the public health, safety, and general welfare. Design will be based on the International Building Code, 2006 Edition and related codes included by reference as the basis of design.

International Building Code, 2006 Edition as amended and adopted by the City of Salina American Society of Civil Engineers/Structural Engineering Institute (ASCE/SEI) 7-05, Minimum

Design Loads for Buildings and Other Structures American Concrete Institute (ACI) 318-11, Building Code Requirements for Structural Concrete American Concrete Institute 530-11, Building Code Requirements for Masonry Structures American Concrete Institute 530.1-11, Specifications for Masonry Structures American Institute of Steel Construction (AISC) 360-10, Specification for Structural Steel

Buildings American Welding Society (AWS) D1.1-04 Structural Welding Code – Steel American Architectural Manufacturers Association (AAMA) TIR-A11-04, Maximum Allowable

Deflection of Framing Systems for Building Cladding Components at Design Wind Loads Materials Materials for the design and construction of the structure shall comply with the governing building code, design codes and manuals noted previously, and the following criterion. Cast-in-Place Concrete Structural concrete elements shall be designed and constructed in accordance with the requirements of the governing building code and applicable American Concrete Institute (ACI) standards and project durability requirements. Cast-in-place concrete mixes shall comply with the following:

Slab-on-Grade: Normalweight with f’c=4000 psi at 28 days Foundations: Normalweight with f’c=4000 psi at 28 days

Masonry Reinforced concrete masonry shall have a minimum specified compressive strength, f’m = 1,500 psi, comply will requirements of the American Concrete Institute (ACI) 530-11 Building Code Requirements for Masonry Structures, ACI 530.1-11 Specification for Masonry Structures and the following:

Concrete Masonry Units: ASTM C90 Portland Cement Mortar: ASTM C270 Coarse Grout: ASTM C476

Structural Steel Structural steel shall be defined as that work prescribed in Section 2.1 of the AISC 303-10 “Code of Standard Practice for Steel Buildings and Bridges” dated April 14, 2010. All new structural steel shapes shall be new steel as defined by ASTM A6 unless noted otherwise. Structural steel materials shall conform to the following:

Wide Flange and WT Shapes: ASTM A992 Channels: ASTM A36 Angles: ASTM A36 Slab Closure / Bent Plates: ASTM A36 Connection Plate: ASTM A572 Grade 50 Hollow Structural Sections, Rectangular: ASTM A500 Grade C


Hollow Structural Sections, Round: ASTM A500 Grade C High Strength Bolts: ASTM A325 Threaded Round Stock: ASTM A36 Anchor Rods: ASTM F1554, Grade 55 (with S1 supplement)

Gravity Framing High Volume Spaces - Pre-engineered Metal Buildings The high volume spaces housing the basketball courts and turf area are anticipated to be constructed as pre-engineered metal buildings. These buildings are typically constructed using a light gage steel roof decking or panel supported by light gage purlins spanning between structural steel moment frames spaced at 20 to 30-feet on center. These moment frames are anticipated to be custom, tapered wide flange members designed by the metal building supplier. In the transverse direction the moment frames resist the lateral loads imparted by wind and seismic. Along the longitudinal axis of the building a system of X-braces will be required along each perimeter wall. These braces can be in the form of rods, angles, tubes, or other steel profile. The locations of these braces will need to be coordinated with any openings and architectural finishes. Entry Lobby – Conventional Structural Steel Framing The lower roof entry lobby component is anticipated to be constructed of conventional structural steel framing. This roof will be comprised of 1.5-inch deep, type B, wide-rib galvanized steel decking supported by conventional wide flange beams and girders all supported by square or round tube steel columns. In the transverse direction the lateral load resisting system will likely consist of moment frames along each primary grid due to the large aspect ratio of the roof diaphragm. These moment frames will consist of structural steel wide flange beams moment connected to steel columns at each end. Along the longitudinal axis of the entry lobby a diagonal braced bay along each perimeter wall will be utilized for lateral load resistance. These braces will be in the form of angles or tubes and the locations of these braces will need to be coordinated with openings and other architectural constraints. Due to the nature of this facility the metal building components shall be designed for additional lateral stiffness to reduce the size of expansion joints. Commonly metal buildings are designed for an allowable lateral displacement of building height divided by 50 (h/50). For this project these buildings should be designed for a lateral displacement of h/400 for the 10-year wind loads. Foundations & Slab-on-Grade The typical slab-on-grade will be 5-inches thick reinforced with synthetic macro fiber reinforcement such as WR Grace’s Strux 90/40 or an equivalent product. These synthetic macro fibers are specifically designed to replace the typical welded wire reinforcement temperature shrinkage steel while simultaneously reducing the potential for plastic shrinkage cracking in the first 24 hours. Foundations are anticipated to be conventional spread footings bearing on native soils. Additionally, a continuous 30-inch deep strip footing will be required around the perimeter of the new building to meet the local frost depth limits. Spread footings at diagonally braced columns will be interconnected with grade beams. Geotechnical Site Investigation A geotechnical investigation has not yet been performed for the project site. It is our understanding that a geotechnical engineer has been tasked with taking borings on-site and will be generating a comprehensive report which will include structural foundation design recommendations.


Special Inspections The Owner shall engage a third party Testing Laboratory to serve as a Special Inspector to provide Special Inspection services for the items outlined below. The following summarizes the necessary inspections and the cost of these inspections should be included in any estimate of cost. The Testing Laboratory shall sample and test materials as they are being installed for compliance with specified acceptance criteria. The Testing Laboratory will report and interpret the test results. The Laboratory shall monitor and report on the installation of construction work and shall perform tests on the completed construction as required to indicate Contractor’s compliance with the various material specifications governing this work. The Testing Laboratory shall also serve as a Special Inspector to provide Special Inspection services for the items listed below. The scope of such services for each item shall be as defined in the governing building code.

Concrete Forming and Accessories Concrete Reinforcing Cast-in-Place Concrete Masonry Structural Steel Steel Decking Cold-Formed Metal Framing

The duties of the Special Inspector shall include the following: Observe the work assigned to ascertain that, to the best of the inspector’s knowledge, it is in

conformance with the approved design drawings and specifications. Furnish inspection reports to the Building Official, the Architect/Engineer, and the Owner. A

report that the corrected work has been inspected shall be sent to the Building Official, the Architect/Engineer, and the Owner.

Create and maintain a log of all discrepancies throughout the duration of the Project. This log shall be submitted to the Architect/Engineer on a periodic basis for review and comment.

Submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector’s knowledge, in conformance to the approved plans and specifications.

PUBLIC STREET

PU

BLIC

ST

RE

ET

EXISTING OBSTRUCTION

PRIVATE PROPERTY

DOWNTOWN SALINA FIELDHOUSE

SALINA, KANSAS

10/16/2015

SITE PLAN SCHEME 2

1" = 30'-0"

SITE PLANN

Approximately 25' to sitelimits available forconstruction.

Approximately 15' tosite limits available forconstruction.



Possible laydown area duringPEMB Erection

Preliminary site accesspoint

1 2

E.8

10

5' -

8"

3 4 5 6 7 8 9 10 11 12 13 14 15 16

A

C

D

E

F

G

H

I

J

20

0' -

0"

25

' - 0

"2

5' -

0"

25

' - 0

"2

5' -

0"

25

' - 0

"2

5' -

0"

25

' - 0

"2

5' -

0"

430' - 0"

100' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 18' - 0"

5' - 0" 3' - 0" 80' - 10"3' - 0"

3' - 0"

5' - 2"

5' -

0"

19

0' -

0"

5' -

0"

52

' - 8

"1

3' -

0"

52

' - 8

"1

3' -

0"

52

' - 8

"

645 SF

COMMUNITY

ROOM

104

659 SF

COMMUNITY

ROOM

105

243 SF

CONCESSION

103

117 SF

OFFICE

108

127 SF

FAMILY RR

107

128 SF

FAMILY RR

106

5570 SF

LOBBY

101

138 SF

SPRINKLER

122

154 SF

ELEC.

121

298 SF

STORAGE

119

910 SF

MECH.

120

450 SF

JANITOR

112

236 SF

STORAGE

117

109 SF

FIRST AID

116

117 SF

ADMIN

115

228 SF

CONTROL

102

1087 SF

STORAGE

118

19975 SF

SOCCER PITCH

109

29268 SF

GYMNASIUM

110

416 SF

MEN

114

601 SF

WOMEN

113

TURF

TURF

CO

NC

CO

NC

CO

NC

SP

OR

TS

FL

OO

RIN

G

SUN SHADE DEVICE(ART IN ARCHITECTURE)

CONC. PLINTHSTAIR/BENCH

BASKETBALL GOAL (TYP)

VOLLEY BALL NET (TYP)

TIP AND ROLL BLEACHER(TYP.)(N.I.C.)

FURNITURE(N.I.C.)

VENDING

MECHANICAL EQUIPMENT (RE:MECH)


CARPET TILE

CARPET TILE

OPERABLEPARTITION

STEEL STAIR

EPOXY FLOORING INALL RESTROOMS

CONC.FLOORING

CASEWORK


SALINA, KANSAS

10/16/2015

FLOOR PLAN SCHEME 1

1/16" = 1'-0"

FLOOR PLAN

N

NOTE:

ELEVATOR & STAIR TO BE PRICEDAS AN ALTERNATE

1 2

E.8

3 4 5 6 7 8 9 10 11 12 13 14 15 16

A

C

D

E

F

G

H

I

J

100' - 0"

20

0' -

0"

25

' - 0

"2

5' -

0"

25

' - 0

"2

5' -

0"

25

' - 0

"2

5' -

0"

25

' - 0

"2

5' -

0"

430' - 0"

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 18' - 0"

243 SF

CONCESSION

103

117 SF

OFFICE

108

Option Conflict

SOCCER PITCH

109

1087 SF

STORAGE

118

450 SF

JANITOR

112

416 SF

MEN

114

601 SF

WOMEN

113

117 SF

ADMIN

115

109 SF

FIRST AID

116

236 SF

STORAGE

117

138 SF

SPRINKLER

122

154 SF

ELEC.

121

910 SF

MECH.

120298 SF

STORAGE

119

Option Conflict

GYMNASIUM

110

228 SF

CONTROL

102

10

5' -

8"

659 SF

COMMUNITY

ROOM

105

645 SF

COMMUNITY

ROOM

104

5564 SF

LOBBY

101

TURF

TURF

CO

NC

CO

NC

CO

NC

SP

OR

TS

FL

OO

RIN

G

CONC. PLINTHSTAIR/BENCH



TIP AND ROLL BLEACHER(TYP.)(N.I.C.)

FURNITURE(N.I.C.)

VENDING



CARPET TILE

CARPET TILE

OPERABLEPARTITION

STEEL STAIR

EPOXY FLOORING INALL RESTROOMS

CONC.FLOORING

CASEWORK

125 SF

FAMILY RR

106

126 SF

FAMILY RR

107


SALINA, KANSAS

10/16/2015

FLOOR PLAN SCHEME 2

1/16" = 1'-0"FLOOR PLAN N

NOTE:

ELEVATOR & STAIR TO BE PRICEDAS AN ALTERNATE

1 2

E.8

3 4 5 6 7 8 9 10 11 12 13 14 15 16

A

C

D

E

F

G

H

I

J

NOTE:LIGHT AND MECHANICAL SYSTEMS HAVENOT YET BEEN DESIGN, AND THEREFOREARE NOT SHOWN.

EXPOSED TOSTRUCTURE ABOVE.50% ACOUSTICAL TILECEILILNG CLOUDS

EXPOSED TOSTRUCTUREABOVE



SOCCER NET

SOCCER NET

SOCCER NET

SOCCER NET

BASEBALL NET

GOLF NET

(AND ABOVE)

(AND ABOVE)

(AND ABOVE)

SOLID ROOF W/WOOD CEILING

FABRIC SHADES

FABRIC SHADE ELEMENTS(BY OTHERS)


GYPSUM BOARD, 1/2" (092900)


MECHANICAL EQUIPMENT (RE:MECH) BASKETBALL GOAL (TYP)


NET NET

STRUCTURAL STEEL FRAMING,PAINTED


SALINA, KANSAS

10/16/2015

REFLECTED CEILING PLAN

1/16" = 1'-0"

REFLECTED CEILING PLAN

N

FIRST FLOOR

100' - 0"

ROOF - NORTH

132' - 0"

T.O.PARAPET

116' - 0"

PRE-FINISHED METAL WALLPANEL, VERITCAL, FLAT PANEL,VARYING LENGTHS, MULT-COLOR.

ALUMINUM-FRAMED STOREFRONTW/ HORIZONTAL SUPPORTS ORCURTAIN WALL, BUTT-GLAZEDEXTERIOR JOINT

PRE-FINISHED METAL WALLPANEL, VERITCAL, SMALLPROFILE, ONE COLOR.


PRE-FINISHED METAL WALLPANEL, HORIZONTAL, SMALLPROFILE, ONE COLOR.

ALUMINUM-FRAMED STOREFRONTSYSTEM


WOOD T&G, STAINED

WOOD T&G, STAINED


DIMENSIONAL LETTER SIGNAGE(101419)

STRUCTURAL STEEL FRAMING,PAINTED

120' - 0"

FIRST FLOOR

100' - 0"

ROOF - NORTH

132' - 0"


PRE-FINISHED METALDOWNSPOUT (TYP)



METAL ROOF PANEL


OVERHEAD COILING DOORASSEMBLY

PRE-FINISHED METAL GUTTER


FIRST FLOOR

100' - 0"

ROOF - SOUTH

128' - 0"

ROOF - NORTH

132' - 0"

METAL ROOF PANEL







FIRST FLOOR

100' - 0"

ROOF - SOUTH

128' - 0"





ALUMINUM-FRAMED STOREFRONTSYSTEMWOOD T&G, STAINED


PRE-FINISHED METAL WALLPANEL, HORIZONTAL, LARGEPROFILE, MULTI-COLOR, ONOUTBOARD PERLINS


SALINA, KANSAS

10/16/2015

EXTERIOR ELEVATIONS - SCHEME 1

1/16" = 1'-0"WEST ELEVATION

1/16" = 1'-0"NORTH ELEVATION

1/16" = 1'-0"EAST ELEVATION

1/16" = 1'-0"SOUTH ELEVATION

FIRST FLOOR

100' - 0"

ROOF - SOUTH

128' - 0"

ROOF - NORTH

132' - 0"


METAL ROOF PANEL






POLYGAL GLAZING SYSTEM




FIRST FLOOR

100' - 0"

ROOF - NORTH

132' - 0"

T.O.PARAPET

116' - 0"





WOOD T&G, STAINED


ALUMINUM-FRAMED STOREFRONTSYSTEM WOOD T&G, STAINED

4" MASONRY VENEER, NORMANRUNNING BOND, MULTI-COLOR,EARTH COMPACTED PATTERN



JOINTS IN WOOD VENEER

ROOF OVERHANG WITHOPENING FOR RAINWATERDISCHARGE. (TYP)

MECHANICAL EQUIPMENT (RE:MECH) PAINTED SIGNAGE

FIRST FLOOR

100' - 0"

ROOF - NORTH

132' - 0"




METAL ROOF PANEL


FIRST FLOOR

100' - 0"

ROOF - SOUTH

128' - 0"



METAL WALL PANEL. TYPE D

OVERHEAD COILING DOORASSEMBLYALUMINUM-FRAMED STOREFRONT

SYSTEM







SALINA, KANSAS

10/16/2015

EXTERIOR ELEVATIONS - SCHEME 2

1/16" = 1'-0"

EAST ELEVATION

1/16" = 1'-0"WEST ELEVATION

1/16" = 1'-0"

NORTH ELEVATION

1/16" = 1'-0"

SOUTH ELEVATION

FIRST FLOOR

100' - 0"

ROOF - SOUTH

128' - 0"

ROOF - NORTH

132' - 0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

2SD5.1

19975 SF

SOCCER PITCH

109

29268 SF

GYMNASIUM

110

1087 SF

STORAGE

118

NETTING PER PLAN



FIRST FLOOR

100' - 0"

ROOF - SOUTH

128' - 0"

T.O.PARAPET

116' - 0"

1SD5.1A C D E F G H I J

5570 SF

LOBBY

101

127 SF

FAMILY RR

107

29268 SF

GYMNASIUM

110


SALINA, KANSAS

10/16/15

1/16" = 1'-0"

LONGITUDINAL SECTION

1/16" = 1'-0"

CROSS SECTION