Grissom Air Reserve Base Standards.pdf

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This file contains the Grissom Air Reserve Base Standards document, which is a comprehensive design and construction guide divided into four chapters covering facility standards, design details, construction standards, and design submittal requirements for all projects at the base.

Chapter A establishes facility standards for architectural, civil, mechanical, and electrical design, requiring compliance with Air Force standards, Unified Facility Criteria (UFC), and federal regulations. The base design theme emphasizes a low-profile campus/office park environment with "Grissom Blend" brick, dark bronze standing seam metal roofs, and sustainable design principles. Key requirements include energy efficiency standards (minimum R 45+ for attics, R 19+ for walls), landscaping with drought-tolerant plants, 5-foot-wide concrete sidewalks with specific patterns, INDOT-standard asphalt roads, and force protection measures per UFC 4-010-01. Mechanical systems must incorporate building automation with BACnet controls, HVAC systems designed per UFC 3-410-01, and plumbing per ASME standards. Electrical systems require LED lighting, metering for internet reporting, and lightning protection. Interior finishes must follow AFRC Comprehensive Interior Design Policy with conservative colors, demountable walls, and system furniture. Chapters B and C provide standard drawing details (bollards, sidewalks, pavement sections, curbs) and construction administration procedures, including quality control, submittal processes, RFI procedures, and closeout requirements with operation and maintenance manuals. Chapter D specifies design submittal requirements at 35%, 65%, 95%, and final (100%) design phases, requiring basis of design narratives, calculations, electronic deliverables in AutoCAD 2018 format, PDF specifications with bookmarks, and coordination with HQ AFRC/A4, base civil engineering, utilities, and environmental departments for all projects.

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Grissom Air Reserve Base Base Standards (AUG 2020)

434 Base Civil Engineering

Chapter A: FACILITY STANDARDS

The 434 Civil Engineering team at Grissom Air Reserve Base has achieved design excellence economically thru team work, following codes and subtle rational design. We challenge the Designers, Reviewers, Facility Users and Contractors to continue our efforts to allow, effective reviews, quality construction and timely occupancy

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TABLE OF CONTENTS

Chapter A - FACILITY STANDARDS 3

GENERAL 4

CIVIL 5

Landscaping.

Hardscapes (Roads, sidewalks, utilities…)

ARCHITECTURAL 6

General and Styles 7 Components 8 Exterior (Roof, walls…) Interior (Flooring, ceiling, walls, accessories) Furniture 14

MECHANICAL 15

HVAC

HVAC Controls Plumbing

ELECTRICAL 17

COMMUNICATION 19

FIRE SYSTEMS 20

ENVIRONMENAL 21

SUSTAINABILITY 21

MISC DESIGN ISSUES 18

EXAMPLES AND REFERENCES 27

Other base standard chapters.

Chapter B: DRAWINGS AND DETAILS Chapter C: CONSTRUCTION STANDARDS Chapter D: DESIGN STANDARDS.

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SECTION A: FACILITY STANDARDS

GENERAL

A-1 GENERAL STANDARDS

A-1.1 PURPOSE

The purpose of this guide is to define the vision, the design and the construction standards for the base, which serve to integrate the visual character throughout the base. This will ensure consistent quality design decisions by commanders, planners, architects, engineers, contractors, maintenance staff and residents. The guide will promote clear concise communication between Grissom ARB and design and construction professionals. The audience for this chapter is mainly base users, engineers, facility managers, BOS contractor

A-1.2 STANDARD

The goal of this document is to provide information to program, design, and construct facilities for the air force mission. Designs shall comply with air force standards, base standards, federal regulations, state codes and current statement of work. Design solidly and for the long term. The base standards is comprised of 4 chapters:

Chapter A – FACILIITY STANDARDS (ARCH, CIVIL, MECH, ELEC) Audience: General for All (base users, engineers, facility managers, BOS contractor) Chapter B – STANDARD DRAWINGS AND DETAILS Audience: Base users, engineers, facility managers, BOS contractor Chapter C – CONSTRUCTION STANDARDS (ADMIN, SUBMITTAL, ETC.)

Audience: Construction Contractors, Inspectors, Contracting Officer, Project Managers Chapter D – DESIGN STANDARDS Audience: Engineers, Architect/Engineer Firms

The DOR is responsible for architectural and engineering aspects of the project using this document and user input to ensure reasonable facility cost appropriate for the functions to be performed through design.

A-1.3 AUTHORITY

This is an Air Force Reserve base. As such some policies, funding and regulations are different than the Air Force and the Army. Before starting a project review all regulations. Space Authorizations are in AFRC 321001. Review the 1391 and 332. All design and spaces must be justified. Priority is AFRC regulations, Base policy, User Requirements and User Request. The user provides a request backed by a written justification. It is up to the Civil Engineering department on how that request is fulfilled based on solid regulations, design and engineering decisions.

Impractical and excessively costly requests and designs are not acceptable. Projects will be review by AFRC HQ.

A-1.4 CRITERIA

Design and construction shall comply with all pertinent Unified Facility

Criteria (UFC) AND References {See www.wbdg.org} See reference section in this document . For successful projects the contractor shall be familiar with the primary guidance UFC-1-200-01 DOD Building Code (list of core UFC’s)

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CIVIL

A-2 CIVIL STANDARDS

A-2.1 General:

Grissom ARB is divided into the flight line facilities, industrial facilities and office/ support facilities. The support facilities include lodging, offices, shops warehouses and hangars. Pedestrian travel from building to building should be efficient, handicap accessible and enjoyable having small areas of interest along the path. Facility main entrances should stand out as the facility’s focal point.

A-2.2 Landscaping:

Use landscaping to enhance facilities and site. Provide a welcoming comfortable environment. Develop pedestrian and vehicular routes with organizing landscaping features that unify and connect individual facilities. Use landscaping and lighting to bolster force protection, security and traffic control. Avoiding over lighting. Separate pedestrian paths from roads. Provide landscaping to reduce appearance of equipment and trash containers.

A-2.3 Lawn:

Grade land to drain away from buildings use site drainage encouraging evaporation. Do not allow the site hold water over 48 hrs. Minimize field drains and allow curb overflow. Provide a storm water runoff and control plan. Use best management practice in UFC 3-210-10. Do not use artificial irrigation. Do not use loose straw near flightline and apron. Use hydroseeding for grass and grade. No sprinklers. Provide lawn areas away from building to increase water infiltration of the soil. Amend and replace soil in these areas for 18” depth to increase infiltration by min 3%. For best practices use Grissom Facility seeding blend for areas outside of flightline. Kentucky 31 for airfield.

Grissom Facility Seeding:

Planting Season Variety Percent (by Weight) Season Yuma 100% Temporary Seeding

100% Kentucky Bluegrass 60% Annual

80% Chewing Red Fescue 30% Perennial Ryegrass

10% Perennial Ryegrass 10% Redtop

10%

A-2.4 Trees:

Removal of existing trees will require express base permission. Provide small caliper trees (1” sprigs) in landscaping plans. Avoid selecting trees prone to heavy fruiting, storm breakage and disease. Removal of a tree will require replacement of 1” to 1” of tree size. One 4”d tree = twelve 1”d trees.

A-2.5 Planting:

Provide planting beds and plants as accents. Select hardy low maintenance local perineal and evergreen plants. Plans shall be, drought tolerant and low-level plantings spaced to allow view around plant. Planting areas shall have 4” mulch, edging and landscape barriers. Existing soil is silty clay. Amend for better drainage. Provide time released fertilizer 10-20-10 for all trees, shrubs and planting beds. Include trees. Planter beds shall not be above side walk.

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A-2.6 Sidewalks:

Provide standard 5’x5’ broom finished concrete sidewalks with compacted subsurface. 5" thick with rebar at traffic crossings. Provide subdued pattern at patio, entrances and plaza areas. Reduce high contrast of concrete, grass and building. Main concrete porch entrances and stoops to facilities shall have at a minimum 2x2 pattern in the concrete. Patios and porches shall use a brick pattern. Stamped concrete will be considered.

Use INDOT handicap ramp standards with slopes, landings, vertical lines, and grey truncated domed brick. Embed brick in sand per INDOT standard for easy replacement after wearing or damage. Provide 30” x 30” angled corners at all sidewalk intersections. Use curved path to the best extent possible. Do not use sidewalks as water paths. Separate from road curbs with minimum of 3’ green space. Design to prevent upheavals due to freezing cycle.

A-2.7 Entrances:

Provide small planter beds with small to medium sized plants and mix of evergreens and perennials at main entrances, sized bed to accent and focus entrance. Provide 20% of space for government furnished and installed annuals. Layout and space the plants to prevent packages from being hidden in the foliage. Select plants rated for local area, drought resistant and no-to-low plant maintenance. Provide planter beds at secondary entrances if traffic is 30% of main entrance traffic. Do not plant trees close to building or physical structures. Provide and locate downspout, splash blocks and medium size rocks into bed area to allow watering and reduce erosion. Design bed depth and shape to allow ease of maintenance and lawnmower use. Design stoops at doors to resist frost upheaval

A-2.8 Roads:

Grissom asphalt roads and parking are INDOT standard asphalt mix design.

PG 64-22, SuperPave job mix formula with modified Grissom roll curbs.

Parking uses 4” white reflective stripe. Provide handicap accessible parking, signs, striping and cross walks. Minimize painting on pavement.

Provide dark bronze and white building signs and directional signs. Do not use permeable pavement without permission. Provide round posts with round caps for traffic signs. For signs post within 7’ of roads install break away couplings for signs.

A-2.9 Bollards:

Provide bollards to protect items that might be hit by a vehicle or lawnmower and to limit direct vehicular access to sidewalks. Cover bollards with plastic dark bronze cover with reflective top and stripes.

Bollards may be also used for force protection to prevent vehicular access to a site and to discourage pedestrian traffic without being obtrusive.

A-2.10 Utilities:

Site Utilities are to be underground. Utilities should have metal- traceable marking tape 18” below grade. Utility base and commercial locates are required before construction. Contact CE services desk (688-3383) coordinate with CE construction manager for base utility locates and required dig permits. Contact Indiana underground (1-800-382-5544 and

811) for commercial utility locates. Provide metering and grounding protection. Provide storm retention plan and erosion control plan.

Directional boring must be specifically approved during the design phase.

Utility “pushing” under roadways is permitted. Coordinate to prevent cutting of existing utilities. Coordinate with CE to prevent conflicts with

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R future base facilities and developments. Provide shop drawing showing pathways and proposed depths.

ARCHITECTURAL

A-3 GENERAL ARCHITECTURE:

The Grissom Air Reserve Base is a series of office and industrial facilities connecting to an airport. The base’s design theme is low profile campus/ office park environment balancing the human scale with the large airfield. Subtle aesthetics and massing are used to tone down the building volume and height facilities. The buildings indicate permanence, strength and security while being aesthetically pleasing. Building entrances shall have a sense of arrival and strength. The goal is to provide excellent quality design. Buildings shall be energy efficient, sustainable, environmentally friendly, easily maintained and economical. Designs shall reduce vertical appearance and volume.

A-4 GRISSOM CURRRENT STYLES:

Grissom Air Reserve Base can be separated in to four different design concepts: Grissom Blend Office, Grissom Blend Industrial, Flightline facilities and Other Facilities.

A-4.1 Grissom Blend Office Facilities:

This is the preferred standard: Dark bronze standing seam metal roof and full wall Grissom Blend Brick in a park /office theme. Low profile design.

Portico entrances with columns appropriate for group arrivals and professionals. Use accent features as indicated in the standard. Metal siding for walls is not used unless structurally required. Type’s spaces include Offices, Admin, lodging and services facilities. Use full Grissom blend brick on any building with eaves below 10’

A-4.2 Grissom Blend Industrial Facilities:

Dark bronze standing seam metal roof, metal siding, and Grissom Blend

Brick wainscot in a base warehousing theme. Maximize use of brick as much as practical. 4’ for smaller buildings 8’ is preferred. For larger.

Deemphasize the height and industrial feel as much as possible Type of spaces include Maintenance and shop facilities with eaves above 10’.

Almond metal siding is preferred.

A-4.3 Flight line Facilities:

Construction shall follow flightline / airfield guidance. Safety and function are primary concerns. This includes colors, height, standoff distances and frangibility separation. Maximize use of brick as much as practical.

Using the grissom blend brick up to 8’ is preferred. Some customized signage and architype features may be utilized.

A-4.4 Other Facilities:

The specific features varies from full metal to brick. Most are facilities that have not been renovated. The intent is for these to be upgraded using the Grissom blend brick themes to the maximum extent possible. Replace metal at wainscot level with brick. Existing material shall match the Grissom blend with standard base park office theme. Ancillary structure shall be compatible with Grissom blend themes and the surrounding facilities. These will be taken on a case by case basis.

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A-5 MISCELLANEOUS DESIGN PRINCIPLES:

Design facility for function and efficient people movement. Separate groupings into public, semipublic, semi private, private areas and secure sectors. Secure areas have unconventional and costly construction features.

A-5.1 Design rooms and spaces for flexibility to allow changes in function and mission. Design for stability, durability and long term functions in selection of material, equipment and processes. Reduce facility maintenance

A-5.2 Design for force protection and protection of DoD assets. Design to facilitate functions in higher THREATCON conditions.

A-5.3 Design for highest ASHRAE and energy standards for wall and attic insulation. Min R 45+ for attics and R 19+ for walls. Insulation has more value than other energy savings. Design to minimize air infiltration. Use foam to address voids. Use a foam and batt system if possible.

A-5.4 Provide portico to protect entrance from weather and to reduce maintenance from tracking dirt water and salt into building. If secondary entrance uses more than 30% of main entrance traffic and is a main through fare install portico

A-5.5 WALL SPACE: Wall space is a premium for system furniture, white boards, maps, lockers and displays. Thermostats, fire alarm, and sensor devices shall NOT be centered on the wall. Reduce amount of wall space used for switches and devices to a minimum foot print.

A-6 GRISSOM ARCHITECTURAL STANDARD FACILITY COMPONENTS:

Provide components as indicated by the following

Exterior Systems

A-6.1 Roof:

A-6.1.1 The standard roof is dark bronze Standing Seam metal panels, ribbed made of Galvalume. Color is Kynar 5000. Use hipped roofs with 4:12 slopes, Rib flat sections of trim above 8” width. Design roof structure to minimize deflection. Roof vents and items penetrating the roof shall match the roof color. Minimize penetrations.

A-6.1.2 Overhangs shall be proportional to the standard overhang style.

Typically: 2’6 eave with a 2’ deep fascia. Standing seam shall continue from roof to fascia. Soffits and fascia color shall match roof.

A-6.1.3 Provide built-in gutters. Insure gutter and soffits design / details allows for overflow and leaks. (Use perforated soffits). To prevent leaks from movement and temperature changes provide add sealant, back flashing and flashing. Especially at valley and end walls. Keep gutter away from wall closer to fascia.

A-6.1.4 Provide lightning protection assessment per UFC.

A-6.1.5 Roof edge trim at gable ends shall be wider than 10”. The edge trim should extend 10” from the building. Provide snow breaks above doors A-6.1.6 Provide minimum of 20 year manufacture warranty for roof and a 5 year contractor weather tight warranty. Design to allow minimum deflection and take into account the extensive freeze-thaw cycles in Indiana. Provide snow breaks over entrances, paths, work areas and on long roof areas.

A-6.2 Exterior Walls:

A-6.2.1 The aesthetic intent is to blend in and reduce vertical lines with the addition of subtle accents of interest in the façade. Provide shadow lines.

The design shall also reduce long term maintenance of the building.

A-6.2.2 The Standard Brick is ‘Grissom Blend’ brick pattern with soldier accent bands. Grissom blend brick is multicolor brick with random brown, oranges, and flashings, See photos and building 641, 671, 669 and other buildings on base. The Accent band design standard is one or

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A-6.2.3 The Standard siding is almond / beige or dark bronze panel with minimized ribbed panel profile and concealed fasteners. The manufacturer’s standard colors will need to be approved. Submittal will be disapproved if colors do not match base standard colors. The metal panel should meet top of wainscot

A-6.2.4 Brick wainscot is preferred on industrial building to reduce damage to the metal panels due to lawn mowers, people and vehicles. Wainscot height depends on `building proportion. Provide slanted rowlock at top of wainscot.

A-6.2.5 Flashing at openings, interior corners and at transitions shall be carefully applied to lead water away from building and not behind material. Do not create a growing place for mold. Provide screened weep holes. Apply self-stick flashing around openings.

A-6.2.6 Insulate exterior walls for thermal efficiency and interior walls for sound attenuation. Provide air barrier in all exterior walls. Foam insulate at windows and doors. Provide air infiltration barriers. Seal roof/ wall and foundation/ wall joints with foam.

A-6.2.7 COLORS SW exterior paint colors (Verify colors in field, Base Architect must approve. Esp in renovations. Field colors have changed.

A-6.3 Portico:

A-6.3.1 Provide portico to protect entrance from weather and to reduce maintenance from tracking dirt water and salt into building. If secondary entrance uses more than 30% of main entrance traffic and is a main through fare install portico

A-6.3.2 The main entrance shall be treated as one of the primary building design elements. The entrance must be a well-defined feature obvious to its location and function. It must provide user with a sense of having arrived at their destination. Entrances shall be oriented and covered to provide shelter from snow and rain. Size as appropriate for building size and function Min 8’

A-6.4 Exterior building accessories:

A-6.4.1 Downspouts: Color shall be dark bronze to match roof. Connect downspout to underground storm system. Provide flexible, removable connection between downspout and in-ground connector. This will allow drain cleanout and water backup overflow.

A-6.4.2 Accessories attached to and penetrating walls and roofs shall match background, including panels, pipes and vents. Minimize exterior piping and wiring. See Force Protection Guidelines.

A-6.4.3 Design shall include a minimum of 12 approx 2x2 stone Grissom medallions. Entrance shall have accent lighting. Provide brick offsets at the entrance. Allow for a minimum of 2% above basic costs for architectural features to be determined in the design phase.

A-6.5 Doors:

A-6.5.1 Exterior doors are metal and dark bronze to match roof. Field finish secondary steel doors and overhead doors to match roof. Anodized storefront for main entrance. Design door for force protection to limit possible damage. Detail stoop and foundation to prevent water leakage and damage due to freeze upheavals.

A-6.5.2 Interior shop doors are flush metal. Offices door are flush wood book matched, plain sawn, stained door, red oak. Finish edges to match exterior door color. Frame color is to match base board and interior design pattern.

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A-6.5.3 Design to allow welcoming entrance and natural light in hall reducing energy usage. Consider transom window above main doors and sidelights at entrance and reception areas.

A-6.5.4 Interior doors and secondary doors should be solid with a 6” x 20”small glass panel at the door handle side. This will allow natural light and visibility.

A-6.5.5 Interior door frames shall be metal. Field finished. Color to match door and baseboard. Tabs shall be welded to frame

A-6.5.6 Door hardware: handle are to be levered style. Accessories and hardware are typically brushed stainless steel. Mechanisms shall be rated for heavy duty use.

A-6.5.7 Locks: Best core 7 pin only. Deliver core and keys for keying on base. Use narrow line closures, door cushions and stops. Storefront main entrances shall have concealed latches. Use T type panic bars and narrow line closers

A-6.6 Windows:

A-6.6.1 Provide 4’x6’ aluminum double pane windows, insulated. Window has a fixed panel with a two-foot screened awning. Window framing shall be a maximum of 2” wide. Fill frame and brick gap with insulation to block air infiltration from brick airspace. Follow Force protection UFC guidance for glazing, lamination and frames. Conceal connection to structure. Provide calculations and setbacks.

A-6.6.2 Provide alabaster or pearl miniblinds. Provide angled rowlock under windows. Solid brick at header, end soldier rows and end of rowlocks

A-6.6.3 Windows. Insulate gaps all around window with foam head Jamb.

Close gap between brick and wall for windows and doors. Verify air infiltration nterior Systems A-6.7 Walls and finishes A-6.7.1 Design finishes and furniture shall be professional but light and energetic. It shall reduce the industrial look and feel cubicles, system furniture and equipment. The interior shall be energetic and uplifting without being industrial. Metallic colors are not encouraged. Waiting rooms and conference rooms shall be calming. Administrative interior furnishings and finishes shall be upscale and professional. Cubicles shall be designed to reduce noise reflectance and pollution.

A-6.7.2 The finish design styles shall vary per room but are compatible with the entire building. Plan for space flexibility. Furniture may be relocated in same or into other rooms. Design for variety of multiples rooms. Avoid dark colors. Use conservative colors, patterns and styles. Select for longevity and ease of maintenance (finishes that resist or disguises scratches, fingerprint and holes in walls). Do not use faddish, neon, pinks or purples colors, or paisleys or flowery patterns. Masses of cubicles of the same color and design is not acceptable.

A-6.7.3 Provide finish / paint variety in rooms. Provide finishes differences for public, semiprivate, private and command spaces. Show hierarchy.

Finishes (colors) should distinguish differences in corridors, mech rooms, general offices, executive offices, shops and conference room. Accent walls shall be subtle. Provide floor plan showing the finishes and concept on the plan. Provide elevations.

A-6.7.4 Layouts and designs shall take into account users are military personnel in full gear. Avoid trip hazards, things that catch and items on floor.

A-6.7.5 Avoid long corridors. Provide preformed expansion joints A-6.7.6 Provide metal corner guards (26 gauge, 1.5” wide max, 42”height) at exposed gypsum wall corners and columns.

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A-6.7.7 Insulate interior offices and conference room for noise and STC ratings.

A-6.7.8 RESTROOMS: Provide paint and tile wainscot wall finishes on all walls. Use light paint, bull nose tile, light neutral tile with accent tiles on walls and floor. Use elongate glass mosaic tile for narrow accent band.

Shower areas receive higher wainscot per UFC

A-6.7.9 Provide interior plan(s) showing demountable walls and system furniture per the UFC. Coordinate and specify responsibility of installation wall power and comm to allow a full and complete system.

A-6.7.10 Verify outlets on walls do not conflict with structure of cubicles and furniture placement. Provide elevation and cut sheets.

A-6.7.11 Provide floor plan showing the finishes and concept on the plan.

A-6.7.12 Provide an 8”x11” three ring binder color board with finish placement plan. Provide book marked email version of the binder representing the true color of the submitted items. Provide both hard copy and electronic copies

A-6.7.13 SID (finishes) and CID (furniture) must follow and coordinate with the AFRC Comprehensive Interior Design Policy Manual, AFRC HQ and the UFC 03-120-10. The base has final approval.

A-6.8 Flooring:

A-6.8.1 OFFICE AREAS. Provide multicolored/ random patterned carpet tile in floors. See AF Interior Design Standards. Provide anti-static and antibacterial. All flooring shall be rated for heavy duty, low maintenance and non-slip surfaces.

A-6.8.2 Due to cost of replacement and maintenance minimize use of VCT.

Use carpet or tile

A-6.8.3 Provide stained and sealed concrete or quarry tile in warehouse / industrial shops stained and sealed concrete or quarry tile. Some shops may have carpet. Review shops special requirements. Evaluate potential for floor material damage.

A-6.8.4 Provide vinyl floor base with carpet and concrete. Even in mech rooms. Provide tile base with tile floors.

A-6.8.5 FOYERS AND ENTRANCES. Provide quarry tile or natural nonslip tile in Provide weather proof entry carpet in foyers. This will reduce snow, mud and salt damage to floors. Minimum 10’

A-6.8.6 STAIRS. Provide concrete pan stairs with nonslip rubber treads A-6.8.7 RESTROOMS. No tile pattern on floors. Use sealed Dark grout.

Use nonslip 6x6 or smaller tile in restrooms. Minimize patterns in flooring.

A-6.9 Ceiling:

A-6.9.1 See UFC for interiors A-6.9.2 Provide 2’x2’ acoustical tile, tegular, dropped edges in office areas.

and meeting rooms A-6.9.3 Provide high noise reflective value. Esp in open plan and cubicle areas. Design to reduce office noise.

A-6.9.4 In restroom and wet areas provide a water proof tile I 2x2 grid. Tile material shall be firm, anti-fungi, nonsag, fire resistant, material.

Durability and resistance to moisture is a must.

A-6.9.5 Maximize room height in meeting rooms, entrances and larger rooms.

A-6.9.6 Provide hold down clips for ceiling tile in foyers.

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A-6.10 Specialties and accessories A-6.10.1 BREAKROOMS and kitchenettes: provide upper and lower cabinets. Standard stock kitchen styles with laminated finishes and Provide top drawers.

• Provide Corian counter.

• Provide LED lights under upper cabinets.

• Install goose neck pull out faucet with sprayer, and garbage disposer.

• Provide microwave shelf. 18” deep at upper cabinet level

• Provide space for large refrigerator. Min 36”

• Provide space for large coffee pot

A-6.10.2 RESTROOMS: Provide metal toilet partitions and brushed stainless steel accessories including:

• Semi-recessed combination towel dispenser unit,

• Double toilet paper dispenser,

• Sanitary napkin disposal,

• Hooks in toilet rooms and showers

• Soap dispenser,

• Framed full length mirror, 12x60

• Framed mirror above sinks.

• Provide Handicap sinks with lever handle and goose neck faucets.

• Lavatory counter shall be open front.

• Urinal partition height shall match toilet partition.

A-6.10.3 JANITOR ROOM:

• Provide mop sink with metal backsplash,

• Stainless steel metal wire shelf.

• Provide heavy duty wire shelves and mop holders. Above mop sink

A-6.10.4 CONFERNCE ROOMS

• Provide white boards and

• Recessed powered projector screen.

• Provide supports for projector and large TV

• Provide audiovisual connection

• In floor outlets at table..

A-6.10.5 WATER FOUNTAIN.

• Provide backsplash behind unit,

• Provide bottle filler accessory.

• Filtering is not required.

A-6.10.6 WINDOW sills

• Shall be Corian type light color

• Provide apron under sill fitted to each window.

• Seal corners with colored caulk to match walls and window.

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A-6.11 Interior Signs:

A-6.11.1 Provide a Room Identification Sign for each entrance to a room.

A-6.11.2 Use base standard signage:

• Plastic sign with embossed room number and

• Large slide in slots for room designation

• Attached to wall with double sided tape.

• Follow ADA guides and UFC for signage heights.

A-6.11.3 Provide directional signs for large buildings A-6.11.4 Provide a Building directory. The Building User must be able to change signage without special equipment.

A-6.11.5 Provide enough 56”x56”building bulletin boards for:

• Union,

• Safety,

• Notices,

• Reserves,

• Civilian, and

• EEOC.

A-6.11.6 Provide an 8.5”x11” clear plastic Evacuation Sign case for every occupied room. The case will located by the user with the building evacuation plan. Provide minimum of one white board in 30 % of offices and 1 in each meeting room

A-6.12 Exterior Signs:

A-6.12.1 Provide wall mounted Building Identification Sign for main and secondary entrances. The Building Identification Sign has building number, building designation, address and call number. Standard Sign colors are dark bronze background with white letters. Match existing.

A-6.12.2 Provide a minimum of two “FPCON” signs for facilities for main and secondary entrances.

A-6.12.3 Provide two post base standard building directional or site signage at the side of the main street.

A-6.12.4 Provide one two post sign in at street to identify building and address. For renovation work revise existing sign.

A-6.12.5 Do not install separate “no smoking signs “. Smoking is only in designated exterior areas that are TBD by human relations department.

Put in bulletin board.

A-6.12.6 Exit sign and visual alert text sign shall be located next to each other centered on door, match text and size.

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A-6.13 Furniture

A-6.13.1 . The use, purpose and design of this is covered by the Air Force interior design standards and UFC’s the main issue is the furniture shall be durable, and conservative. Designer to provide a relaxing office environment avoid the industrial look. Due to the inherent function of the mission and military concept, the base policy is to design to be energetic but reduce the stress and pace where possible. No fads, bright colors, pinks, paisley or shiny colors.

A-6.13.2 Furniture is not real property however the design must incorporate planning for furniture to avoid conflict. This is esp. true with use of system furniture cubicles and demountable walls.

A-6.13.3 Design interiors for open floor plan using demountable walls per AFRC interior design guidance. There is specific guidance on full walls, permanent walls, and cubicles including minimum and maximum spaces.

Demountable walls are listed as furniture. The intent is to provide more flexibility for the AFRC changeable environment. Due to mission change or command change.

A-6.13.4 Provide cubical panel faces that are removable, reusable, and attached to the panel frame without the use of screws or other mechanical fasteners. Provide a top channel that holds panels in place and for floor-to-ceiling variations.

A-6.13.5 Demountable Walls shall match permanent walls and doors.

Minimize glass in demountable wall for privacy but design to allow daylighting. Use fabric or solid nonmetal and non-plastic surfaces to reduce sound reflectance. Provide tack able surfaces. No fad colors or complex patterns or shiny colors. Neutral and subtle colors. Accent by painting and accessories. No exposed fasteners.

A-6.13.6 Maximize use of wall for switches, power and comm connections.

Wiring is real property. No surface mounted units.

A-6.13.7 Provide framed portal or open space to reach wall outlets without moving furniture. Electrical design may need to lower outlet height to 16” aff .

A-6.13.8 Design to provide flexibility, maximize durability, minimize maintenance and minimize repair. Design spaces and interiors to reduce unusable resultant spaces due to systems furniture standard sizes.

A-6.13.9 Plans, drawings and spec shall be laid out for demountable walls to be a option that can be separated out of the project

A-6.14 More info for demountable walls and furniture at the AF Systems and Modular Furniture website {https://cs2.eis.af.mil/sites/10074/afcc/afica/AFFCC/SiteCollectionDocu ments/Systems%20and%20Modular/SYSTEMS%20AND%20MODULA R%20FURNIT URE.aspx}

A-6.15 Furniture purchased under SRM and MILCON has different requirement then furniture purchased by base level organizations. Base level purchase are more restrictive.

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MECHANICAL

A-7 MECHANICAL: HVAC MISCELLANEOUS DESIGN PRINCIPLES:

A-7.1 Designs shall include analysis of psychrometrics, human thermoregulation, indoor environmental health, fundamentals of control, energy resources, ventilation and infiltration, climatic design information with heating-cooling & ventilation load profiles and calculation procedures using CLTD and CLF methods and/or Carrier HAP program.

Fenestration analysis supporting architectural design components.

A-7.2 Life Cycle Costing Analysis to be perform on major mechanical equipment incorporating over 20 tons of refrigeration/cooling methods and 250 mbtu/hr heating energy requirements. Program analysis shall be the use of the FEMP LCCA version available from US Gov’t website, femp.gov.

A-7.3 Hydronic Systems design shall incorporate analysis of computational fluid dynamics, CFD, regarding pressurization of closed hydronic system, pressurization of open systems and pressure boosting, pumping requirements, flow in pipes-pressure drop and head loss. The use of terminal units for primary heat, reheat and secondary heating systems.

Designs shall incorporate analysis of non-compressible fluid flow in pipes for: One pipe systems, two pipe systems-(direct return, reverse return and ring loop), constant volume flow systems, variable volume flow systems primary system sub-circuits with and without separate pumps. Primary, secondary and tertiary hydronic campus wide fluid systems.

A-7.4 Incorporate specific mechanical hydronic specialties utilizing components from Bell and Gosset

A-7.5 Pipe sizing and design analysis shall be performed to determine two characteristics: Size and material of pipe, secondly-flow pressure relationships.

A-7.6 Air distribution systems designs shall incorporate analysis of: space availability, space air diffusion, noise levels, duct leakage, duct heat gains and losses, balancing, fire and smoke, system operating costs and code compliance.

A-7.7 Design criteria: US Government design codes, regulation and practices established within the WBGD shall be followed and have precedent over any jurisdiction. Specific WBGD code shall be strictly followed: UFC 3-401-01. Secondary code for basis of design shall be referenced from the American Society of Heating, Ventilation and Air Conditioning Engineers, ASHRAE.

A-7.8 Energy sources available on GARB include: electricity, natural gas, renewable sources-geothermal, wind and solar.

A-7.9 A complete product incorporating equipment from design: Exterior vents shall have bird screens matching base architectural standards. Air handling equipment shall be located inside the building envelop.

Emergency shutdown of system design shall incorporate a mass notification switch/button in each separate building, also connected to the base wide building automation system, BACnet. Variable motors will be the basis of design for all motors with horsepower greater than 5.0 HP.

Condensing units for air conditioning shall use air (atmospheric) cooling with free cooling cross flow radiation fan units. Where applicable, geothermal shall be analyzed for application to condenser/heat recovery equipment.

A-7.10 Industrial processes are identified as: Painting aircraft, parts, and mechanisms shall have designs per SMACNA and the Manual of Recommended Practice for Industrial Ventilation.

A-7.11 Vents penetrating roof shall match color of roof or exterior finish of wall.

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A-8 MECHANICAL: CONTROLS, ALARM & MONITORING

A-8.1 HVAC designs shall incorporate digital monitoring, alarm and control of such equipment to ensure efficient operation, monitoring of equipment upon inquiry of a central BACnet wide control system and alarm of such installed points to alert personnel of an impending event that could/would cause harm, damage to equipment or building elements.

Existing components of the base wide building automation system consists of Schneider-Electric Struxureware with AS-P front end node controllers with associated plant control devices.

A-8.2 Designs will strictly follow direction and recommendations contained in the following design criteria identified as: WBGD UFC 3-410-02. In addition to: UFGS 23 09 23.1. Secondary guidance for reference shall be: ASHRAE hvac applications and systems.

A-8.3 Design of existing building (remodel/modification) or new construction shall incorporate new floor, occupancy areas graphical representation and display at the main server of the building automation system. Program algorithms for schedule of operation, optimization, set backs, special use of operations for UTA shall be incorporated within the node controller.

A-8.4 Supervisory control strategies and optimization: Two-level control structure shall be incorporated in the design of the control system for any and all modified and new constructed buildings, areas, etc. Lower level local-loop control of a single set point is provided by an actuator. The upper control level, supervisory control, specifies set points and other time-dependent modes of operation.

A-8.5 Design considerations and principles for building automated systems shall incorporate analysis for the entire building, or part thereof, the type, size, use, and operation of the structure. Subsystems such as fan and water supply (hydronics) shall be normally controlled by local automatic or a local loop lower level control methodology. This would include, for example: sensors, controllers and controlled devices used with a single hvac system-in addition, excludes any supervisory or remote functions such as reset and start/stop. Local control of these points shall extend to the base server central control point to diagnose malfunctions that might result in damage from delay.

A-8.6 Restrictions for area of control utilizing a whole hvac system shall be observed within the design. No individual controlled area shall exceed 5,000 sq.ft. Each individually controlled area must have similar load characteristics throughout. Equitable distribution, provided through engineering practice and design, equipment sizing and proper system balancing shall be executed with algorithms matching the performance requirements. Areas, or rooms of occupied space having dissimilar load characteristics or different conditions to be maintained shall be controlled individually. Large open spaces, aircraft hangers, storage, warehouse, assembly areas shall be analyzed, designed and engineered as one zone of occupancy climate control space with temperature/humidity averaging.

A-8.7 Distribution air system and control: Outside, return and exhaust are ventilation dampers shall be controlled by the discharge air temperature controller to provide free cooling as the first stage in the cooling sequence.

A-8.8 Conference rooms and briefing room are not allocated to just users in the building. They shall be designed for full use while offices are occupied.

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A-9 MECHANICAL: PLUMBING

A-9.1 Plumbing, piping and fluid piping (process) designs shall be executed to the standard of codes established by WBGD

UFC 1-200-02 and DOD standards that apply. In addition to: ASHRAE, ASME, NFPA requirements depending on the schematic of design. Parallel to these references, process piping shall be executed to the standard of ASME B31.9 and B31.5 for refrigerant piping, low and high pressure systems.

A-9.2 Steel Pipe: Designs incorporating steel pipe shall be design in accordance with ASTM A53 and A106. Any or all process piping incorporating steel as the material of selection will be in accordance with ASME standards without exception.

A-9.3 Copper Pipe: Designs incorporating copper piping, tubing are identified as two principal classes of copper tube and shall be designed in accordance with ASTM standard B88, that includes: Types K, L, M and DWV for water and drain services. ASTM B280 specifies air-conditioning and refrigeration tube for refrigeration service.

A-9.4 Ductile Iron and Cast Iron: Designs incorporating cast-iron soil pipe will be executed to the standard of AWWA C150/A21.50 without exception. This type of pipe will not be designed/installed under pressure because the pipe is not suitable and the joints are not restrained. Ductile iron can be used for replacement of cast-iron pipe due to strength, less brittle and similar to cast iron for pressure pipe.

A-9.5 Analytical design requirements for steel pipe: Such designs shall be classified in the following services, boiler piping, refrigeration piping, plumbing systems, sprinkler systems and fuel gas systems. Design parameters for the selection of steel pipe shall involve: application, pipe material, weight, joint type, class of use to determine schedule, temperature of fluid and maximum pressure at temperature of fluid.

A-9.6 Analytical design requirements for copper pipe/tube: Such designs shall be classified in the following services: Domestic hot/cold water systems, chilled/hot hydronic pipe distribution systems, sanitary fixture domestic water systems, kitchen appliances requiring domestic water service, compressed air pneumatic industrial service.

A-9.7 Conditions for Design of water systems utilized for domestic/process services-material selection, copper: Flow in these systems involves two different regimes: Laminar (at low velocities), Turbulent (at high velocities). The parameter that dictates design requirements for copper pipe/tubing will be the velocity of fluid factor. Within domestic water services, the velocity parameter shall not exceed 5 to 7 feet per second (FPS). Within hydronic systems to include: chilled water, hot water, very high temperature hot water under nitrogen pressure systems, the velocity parameter cannot exceed 20 feet per second (FPS).

A-9.8 Limitations of pipe distribution design: At a basic minimum, pipe head loss calculations shall be performed for each service of pipe being designed, engineered and installed without exception. Pipe friction charts shall be provided upon the completion of any piping designs to demonstrate adequate flow requirements, acceptable velocity parameter and required pumping or external energy input required. Stratification of such systems shall be designed to a minimum, so demonstrated by analytical calculations.

A-9.9 Water and Sewage provider: Peru Utilities.765-473-7651 ext2001

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ELECTRICAL

A-10 ELECTRICAL:

A-10.1 Design and construction by IBC, NEC and UFC (Building, Electrical and Force protection) standards. UFC 1-200-01, 3-501-01. Provide lightning protection, grounding and clearances. Electrical: UFC-3-520-01, Interior Electronic Systems

A-10.2 Provide meters to allow connection to the internet reporting system.

A-10.3 Coordinate with utility companies and base for permits and connections.

A-10.4 Provide documentation on energy and environmental saving equipment and processes A-10.5 Due to force protection rules in the UFC the design and construction of the electrical system may be more extensive. Contractor is to bid accordingly

A-10.6 Provide cut sheets for lighting A-10.7 Wiring and conduits are to be concealed in walls. Surface mounted conduits are allowed in shops. This includes communications, security and electrical conduits

A-10.8 Designs shall include system description, layout and sizing with calculations; zonings; elect room layout and equipment positioning; Load calculations; equipment schedules; sequence of operations; panel schedules and diagrams.

A-10.9 Use LED lights. Provide lifecycle cost and payback data.

A-10.10 Coordinate power service design with the utility company.

Transformers and some meters may be the property of the utility company.

A-10.11 Electrical Provider: Miami Cass REMC/ PERU 765 473 6668

A-11 LIGHTS:

A-11.1 Lighting Design shall focus on energy efficiency and economics. Confer with base on lighting levels. Lighting shall not produce cave effect (dark ceilings and illuminate flooring.). See AF guidelines for foot candle requirements.

A-11.2 Provide interior down lighting and up lighting coverage if ceiling is above 9’ h. Provide lay-in ceiling light if ceiling below 9’. Use LED lights for hall and office lights. Use 2x2 lights and can lights in halls. Use LED for can lights.

A-11.3 Provide switched entry light above all exterior doors.

A-11.4 Provide switched reduced lighting levels in facility and occupancy sensors.

A-11.5 Provide daylighting and occupancy sensors. This will allow lower lighting levels and increase energy efficiency A-11.6 Provide lights above sinks in restroom.do not allow shadows on face in this area.

A-11.7 Provide separate Emergency lights using fixtures with LED lights.

A-11.8 See AF guidelines for lighting of exterior. Exterior light shall be on photo cell. Exterior lights shall limit uplighting and not extend past the base or site perimeter. Lights for paths must also be considered. Use LED lights.

A-11.9 Foot-candle restrooms and locker 20 ftc.min; laundry 30 ftc area.

Storage room 20 ftc min. Auditorium and corridor 20 ftc.min (minimize shadows due to down lights); lobby, waiting and briefing rooms 30 ftc min.

A-11.10 It is important that outlets, switches and devices be places accurately on the drawing for coordination of furniture, TV, marker boards, mech devices, fire devices and other equipment. Consolidate switches were possible. Place as close to doors as possible.

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A-12 COMMUNICATION (COMM) SYSTEMS:

A-12.1 Provide telephone and network per base communication standards, comm UFC fire codes and building codes. All telephone, grounding and network cabling shall be installed in accordance with TIA/EIA-568-B and TIA/EIA-569-A A-12.2 Provide comm rooms per UFC. Design and install room and infrastructure per fire and building codes. Projects design and shop drawings must be reviewed stamped by BICISI Registered Communication Distribution Designer. (RCDD). RCDD will need to coordinate requirements with the base comm department.

A-12.3 Work on the communication portion of the project will not be allowed before approved shop drawings, plans and data. This includes RCDD requirements

A-12.4 Communication infrastructure in facilities at Grissom can be more extensive than standard private construction, bid and design accordingly.

Audio visual cabling RG6 cabling from main wall of conference rooms and TV locations to comm room will be required. Home runs may require conduit

A-12.5 Provide a minimum of one 4 jack (IMO) information management outlet per 8 feet in each room. Provide electrical outlets next to Comm outlets. Provide base standard coloring and labeling on outlets and wiring.

Each shall have room #, jack number.

A-12.6 Wiring and Cat 6 cabling shall go from outlet to patch panel in Computer equipment room (CER) room. Provide cable trays for support in room per UFC. Provide floor mounted racks, entry terminals and grounding. Contractor is to coordinate with government to connect to base LAN system.

A-12.7 Provide dedicated 240 outlet for UPS in comm equipment room. L6 20R plug. Other dedicated outlets per UFC is required. Provide double outlet in cabinets.

A-12.8 Lan/ Telephone provider: Grissom Comm. / AT&T A-12.9 Provide EMT conduits vs cable tray for layout. Coordinate paths with comm. Organize and label wiring per UFC and comm base standards.

A-12.10 Allow enough slack for cabling in manholes to splice outside of the manhole.

A-12.11 Verify wiring from manhole to building match building design capacity.

A-12.12 For renovations contractor shall provide survey the comm in the existing facility and document /verify conditions and wiring.

A-12.13 Provide EXCEL spreadsheet of designed and submitted parts.

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FIRE SYSTEMS

A-13 FIRE SYSTEMS STANDARDS:

A-13.1 Provide professionally designed complete addressable fire alarm system connected by narrow bandwidth radio transceiver compatible with base Monaco central fire alarm/mass notification trans-receiving system. Coordinate radio signal with emergency communication center (ECC) for frequency testing and connection. Locate main panels in Communication Equipment Room (CER). Commission per NFPA and UFC 4-021-01 and other UFC codes.

A-13.2 Provide wet pipe fire protection system in base buildings unless told otherwise. Provide attic coverage and freeze protection. Provide drain points for the system. Provide full coverage, including wet systems, dry systems and pumps as part of the contract. Provide 2 extra drainage locations above NFPA

A-13.3 Sprinkler connection shale be Siamese 2 1/2 inch female NST coupling.

A-13.4 Provide combined mass notification system (MNS) with fire alarm system per UFC 4-021-01. Signal must be sent by telephone (fiber) and radio to Monaco FA/MNS transceiver in the ECC. System is to be tested and commissioned per UFC. Provide eight base standard pre-recorded messages with two test and six real world messages and be able to receive live voice messages from ECC.

A-13.5 Install flush main remote fire alarm panel and MNS Local Operating Console (LOC) near main entrance near emergency light. Vertically stack units. LOC's shall include HVAC shut off, shelter acknowledgement and evacuating switches as part of the enclosed but non-locked portion of the cabinet. LOC shall be able to send local live voice messaging. Fire alarm/MNS. Cabinet shall be flush mounted and labeled. Provide place to house instructions.

A-13.6 Install exit lights, emergency lights, alarms and speakers in ceiling.

Assume walls will move in the future. Exit signs are red LED lights

A-13.7 Duct detectors are required. Provide fire extinguisher cabinets with extinguishers.

A-13.8 MNS text signs indicating “EVACUATE” or “ANNOUNCEMENT” shall be place next to EXIT signs over exit doors. Signs shall match color and sizes. Show on an elevation.

A-13.9 It is important that outlets, switches and devices be places accurately on the drawing for coordination of furniture, TV, marker boards, mech devices, and other equipment. Consolidate switches were possible. Place as close to doors as possible.

A-13.10 Grissom Fire station building 474. FD/SFS Emergency Communication Center(ECC) and Command Post, - building 671

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ENVIRONMENTAL STANDARDS

A-14 ENVIRONMENTAL:

A-14.1 Design to reduce waste of land, material and pollution of…

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