Am-0007_W9128F23R0007_Attachments.pdf

Am #0007 FOR INFORMATION ONLY

Consolidated Prepatory School Dormitories - USAFA, CO AA70

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00.34

35 PERCENT DESIGN REQUIREMENTS

7/19

PART 1 35 PERCENT DESIGN SUBMITTALS

1.1 REFERENCES

1.2 CIVIL/SITE

1.2.1 DRAWINGS

1.2.1.1 Location Plan and Vicinity Map

1.2.1.2 Survey Plan

1.2.1.3 Removal Plan

1.2.1.4 Site Plan

1.2.1.5 Grading and Drainage Plan

1.2.1.6 Grading Sections

1.2.1.7 Typical Pavement Sections

1.2.1.8 Site Furnishing Details

1.2.1.9 Landscape Plan

1.2.1.10 Landscape Details

1.2.2 SPECIFICATIONS

1.2.3 DESIGN ANALYSIS NARRATIVE

1.2.3.1 References

1.2.3.2 Grading

1.2.3.3 Pavements

1.2.3.4 Drainage

1.2.3.5 Basis, Specific Goals, Objectives and Priorities For

Civil/Site Design

1.2.4 DESIGN ANALYSIS CALCULATIONS

1.2.4.1 Storm Drainage System Calculations

1.2.4.2 Pavement Calculations

1.3 GEOTECHNICAL

1.4 WATER SUPPLY AND WASTEWATER

1.4.1 DRAWINGS

1.4.1.1 Water Distribution and Sewage Collection Systems Plan

(including building services)

1.4.2 SPECIFICATIONS

1.4.3 DESIGN ANALYSIS NARRATIVE

1.4.3.1 References

1.4.3.2 Water Supply and Distribution Systems

1.4.3.3 Wastewater and Sewers

1.5 ARCHITECTURAL

1.5.1 DRAWINGS

1.5.1.1 Floor Plans

1.5.1.2 Life Safety Plan

1.5.1.3 Roof Plan

1.5.1.4 Building Elevations

1.5.1.5 Building Cross Sections

1.5.1.6 Room Finish Schedules

1.5.1.7 Drawing Scales

1.5.1.8 Legends

1.5.1.9 North Arrows

1.5.1.10 Modular Design

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1.5.1.11 Symbols

1.5.1.12 Schedules

1.5.1.13 Notes

1.5.1.14 Dimensions

1.5.1.15 Facility Elevation

1.5.2 SPECIFICATIONS

1.5.3 DESIGN ANALYSIS NARRATIVE

1.5.3.1 Additional Criteria/Clarification

1.5.3.2 Site Adaptation of Standard Drawings (as applicable)

1.5.3.3 General Parameters

1.5.3.4 Functional and Technical Requirements

1.5.3.5 Design Objectives and Provisions

1.5.3.6 Coordination with Installation or Outside Agencies

1.5.3.7 Checklists

1.5.3.8 Sketches

1.5.4 DESIGN ANALYSIS CALCULATIONS

1.6 INTERIORS

1.6.1 DESIGN ANALYSIS NARRATIVE

1.6.2 DRAWINGS

1.6.3 SPECIFICATIONS

1.6.4 FURNITURE, FIXUTRES & EQUIPMENT (FF&E) PACKAGE

1.6.5 COLOR BOARDS AND LEGENDS

1.6.6 DESIGN ANALYSIS NARRATIVE

1.7 STRUCTURAL

1.7.1 DRAWINGS

1.7.2 SPECIFICATIONS

1.7.3 DESIGN ANALYSIS NARRATIVE

1.7.3.1 Design Criteria and References

1.7.3.2 Design Loads and Conditions

1.7.3.3 Structural Materials

1.7.3.4 Description of the Structural System

1.7.4 Design Analysis Calculations

1.7.5 Final Geotechnical Investigation Report

1.8 MECHANICAL

1.8.1 DESIGN DRAWINGS

1.8.1.1 Mechanical Index Sheet

1.8.1.2 Mechanical Abbreviation, Legend, and General Notes Sheet

1.8.1.3 Exterior Utility Drawings

1.8.1.4 Mechanical HVAC Drawings

1.8.2 TECHNICAL SPECIFICATIONS

1.8.3 DESIGN ANALYSIS NARRATIVE

1.8.3.1 Index

1.8.3.2 Project Summary

1.8.3.3 Applicable Criteria

1.8.3.4 Design Conditions

1.8.3.5 System Descriptions

1.8.4 DESIGN ANALYSIS CALCULATIONS

1.8.4.1 Index

1.8.4.2 Design Conditions

1.8.4.3 Zone Air-Conditioning Loads

1.8.4.4 Block Air-Conditioning Loads

1.8.4.5 Chilled Water Pump Selections

1.8.4.6 Heating Loads

1.8.4.7 Heating Load Summary

1.8.4.8 Boiler Selection

1.8.4.9 Hot Water Pump Selection

1.8.4.10 Combustion-Air Requirements

1.8.4.11 Unit Heater Selections

1.8.4.12 Mechanical Ventilation

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1.8.4.13 Toilets/Janitor Room Ventilation

1.8.4.14 Air Handling Units

1.8.4.15 Domestic Water Demand

1.8.4.16 Domestic Hot Water Demand

1.8.4.17 Electrical Load Summary

1.8.5 ENERGY CONSERVATION

1.8.6 AIR POLLUTION CONTROL

1.9 ELECTRICAL

1.9.1 DRAWINGS

1.9.1.1 Exterior Electrical

1.9.1.2 Lighting Layout and List of Fixtures

1.9.1.3 Power Equipment and Layout

1.9.1.4 Power One Line Diagram

1.9.1.5 Electronic Systems

1.9.1.6 Miscellaneous Details of Special Equipment

1.9.2 SPECIFICATIONS

1.9.3 DESIGN ANALYSIS NARRATIVE

1.10 CYBERSECURITY

1.10.1 DESIGN ANALYSIS

1.10.2 SPECIFICATIONS

1.10.3 DRAWINGS

1.11 COMMUNICATIONS

1.11.1 Drawings

1.11.1.1 Outside Plant Distribution

1.11.1.2 Voice and Data Plans

1.11.1.3 Riser Diagrams

1.11.1.4 Miscellaneous Communications Systems

1.11.1.5 Plans

1.11.1.6 Riser Diagrams

1.11.2 Specifications

1.11.3 Design Analysis Narrative

1.12 FIRE PROTECTION

1.12.1 DRAWINGS

1.12.2 SPECIFICATIONS

1.12.3 DESIGN ANALYSIS

1.13 ENVIRONMENTAL PROTECTION COMPLIANCE

1.13.1 SPECIFICATIONS

1.13.2 DESIGN ANALYSIS NARRATIVE

1.13.3 Submittal of Environmental Approvals, Permits Applications and Associated Documents

1.14 SAFETY AND HEALTH

1.14.1 SPECIFICATIONS

1.14.2 DESIGN ANALYSIS

1.14.2.1 Narrative

1.14.2.2 Design Analysis Calculations

1.14.2.3 Basis, Specific goals, Objectives and Priorities for

Hazardous Material

1.14.3 DRAWINGS

1.15 SUSTAINABLE DESIGN

PART 2 NOT USED

PART 3 NOT USED

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SECTION 01 33 00.34

35 PERCENT DESIGN REQUIREMENTS

7/19

PART 1 35 PERCENT DESIGN SUBMITTALS

For general submittal requirements, See Section 01 33 00.32 DESIGN AND

CONSTRUCTION DELIVERABLES/PROCEDURES.

1.1 REFERENCES

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 4-010-06 (2016; with Change 1, 2017) Cybersecurity of Facility-Related Control Systems

See individual discipline requirements specification sections for other reference criteria to be used during the design process and for the creation of design analyses.

1.2 CIVIL/SITE

1.2.1 DRAWINGS

1.2.1.1 Location Plan and Vicinity Map

A Vicinity Map consists of a small scale drawing of the project location, similar to a road map. A Location Plan consists of a small scale drawing showing the Government property or reservation limit with the construction project site shown. The drawing shall show the facility approved Contractor Access and Haul Routes. A reproducible base sheet, if available, may be provided by the Omaha District for the Contractor's use in preparing the Location Plan.

1.2.1.2 Survey Plan

The information depicting existing conditions used to generate site drawings shall be shown on this drawing. An engineering survey of the site will be presented to the Contractor selected as a result of this RFP process. Any additional survey information required by the Contractor for design above that shown in the prepared engineering survey shall be procured and paid for by the Contractor.

1.2.1.3 Removal Plan

The removal plan will show the existing physical features and condition of the site before construction. This information should include the field survey to show all above and below ground utilities; buildings, drives, roads and parking areas, walks, and vegetation; and such facilities as retaining walls, underground storage tanks, foundations, etc. Each physical feature to be removed shall be as indicated on the standard legend sheet, a legend on the removal plan, and properly noted: to be removed, to remain, or to be relocated.

SECTION 01 33 00.34 Page 5Am #0007

1.2.1.4 Site Plan

The Site Plan shall show all the site layout information necessary to field locate the building, walks, parking lots, bicycle parking areas, and all other appurtenances to be constructed on the project. All site related work to be constructed will be located by dimensions. The Site Plan will identify all site related items such as: curbs, pavements, walks, plazas, seating areas, bollards, trash enclosures, retaining walls, chiller units, electrical transformers locations, etc. in accordance with a standard legend sheet or with additional legends or notes. Site Plans shall be at a scale of 1 Inch = 20 Feet or 1 Inch = 40 Feet. Other drawing scales must be approved by the Omaha District. North arrows shall be oriented the same direction on all plan sheets and by all disciplines. No existing or proposed contours shall be shown on this Plan. The Site Plan, prior to adding the dimensions, should serve as the base sheet to the other Plans, such as: Utilities Plan, Grading and Drainage Plans and Landscape Plan.

The Site Plan shall show all existing physical features and utilities within and adjacent to the work site that will remain after the proposed construction has been completed. This plan will also show any free zones, construction limits, and storage areas etc. Whenever the Site Plan occupies more than one sheet of drawings, a Key Plan shall be included.

Additional plans showing specific areas of the site in smaller scales can be included if more detail is necessary.

1.2.1.5 Grading and Drainage Plan

A preliminary grading and drainage plan shall be provided at the same scale as the site plan (1 Inch = 20 Feet or 1 Inch = 30 Feet). Other drawing scales must be approved by the Omaha District. Tentative new and existing grading contours shall be indicated at 1-foot contour intervals.

Indicate finished floor elevation of the new buildings. Plans shall show layout of the new and existing storm drainage systems. Uniform grades shall be labeled using slope arrows. Provide spot elevations at building corners, parking area corners, changes in grade, etc. Provide location and description of benchmarks and indicate vertical and horizontal datums.

1.2.1.6 Grading Sections

Provide grading sections through the site showing finished and existing grades, pavement sections in detail, slope percentage, ditches, etc.

1.2.1.7 Typical Pavement Sections

Provide typical pavement and road sections and details showing interface between new and existing pavements and new pavements of different sections.

1.2.1.8 Site Furnishing Details

The Contractor shall provide designs and details as necessary for site furnishings and accessories.

1.2.1.9 Landscape Plan

A Landscape Plan is included in the drawing set to serve as a guide in preparing the final contract drawings. A detailed Landscape Plan showing trees, shrubs, ground covers, seeded and sodded areas, shall be prepared by the Contractor. The Landscape Plan shall be prepared by a fully qualified, experienced professional Landscape Architect. The Contractor shall specify types of plant materials that are locally grown, SECTION 01 33 00.34 Page 6Am #0007 commercially available and acclimated to the project environment. The Landscape Plan shall include a plant material schedule. This schedule shall include botanical names, common names, size, the method of planting and remarks. The Landscape Plan shall also show all unsurfaced ground areas disturbed by construction within the project limits with these areas shown to be seeded, sodded, and/or mulched as required.

1.2.1.10 Landscape Details

The Contractor shall verify the methods of planting to meet the project site/installation requirements and provide the necessary Landscape Details to perform the contract design work. Details shall reflect local practices and conditions for installation. The Contractor shall provide designs and details as necessary for other required site furnishings and accessories.

1.2.2 SPECIFICATIONS

Specifications are not a required submittal item for this design phase.

1.2.3 DESIGN ANALYSIS NARRATIVE

Design analysis shall include the following:

1.2.3.1 References

Design references used in preparing the civil/site design.

1.2.3.2 Grading

A narrative of the grading design and criteria used.

1.2.3.3 Pavements

A narrative of the pavement design and criteria used.

1.2.3.4 Drainage

A narrative of the drainage design and criteria used. Include information on the storm drain pipe materials selected and their ability to withstand earth dead loads and live loads that will be imposed.

1.2.3.5 Basis, Specific Goals, Objectives and Priorities For Civil/Site Design

The Design Analysis should give the basis for the civil/site design and should establish specific goals, objectives and priorities for civil/site design of the project. Identify, explain and document use of design criteria and how the design meets goals, objectives and priorities.

Identify the preferred site development concept. Document pollution prevention measures and other environmental considerations made during design. The 35 percent Design Analysis must be approved and accepted before 60% design submission.

1.2.4 DESIGN ANALYSIS CALCULATIONS

1.2.4.1 Storm Drainage System Calculations

Storm Drainage System Calculations shall include the following:

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a. Drainage area map showing boundaries of each drainage area and respective drain inlet or culvert.

b. Storm run-off calculations for each drainage area.

c. Preliminary storm drain pipe sizing calculations.

1.2.4.2 Pavement Calculations

Pavement thickness calculations for each pavement.

1.3 GEOTECHNICAL

See Structural Design Requirements.

1.4 WATER SUPPLY AND WASTEWATER

1.4.1 DRAWINGS

1.4.1.1 Water Distribution and Sewage Collection Systems Plan (including building services)

Provide all existing utilities and above ground features which may pose as an obstacle (i.e., water, sewer, gas, electrical, etc.) on the basic site plan layout. Exclude site notes and dimensions from the plan. Provide all proposed new water and sewer lines with preliminary sizes. This shall include all new service lines up to the 5-foot building line. Show the proposed locations of all new manholes, fire hydrants, valves (including PIV's), connection points and etc.

1.4.2 SPECIFICATIONS

Specifications are not a required submittal item for this design phase.

1.4.3 DESIGN ANALYSIS NARRATIVE

Design analysis shall include the following:

1.4.3.1 References

Provide design references used in preparing the water and wastewater design.

1.4.3.2 Water Supply and Distribution Systems

A narrative of the water supply and distribution systems design and applicable criteria used shall be provided. Include the peak and average domestic demands, the fire flow required and the available flow and residual pressures. A description of the water distribution system, a listing of allowable piping materials, hydrant flow test data and preliminary calculations necessary to support equipment, piping sizes, fire and domestic demands, etc., shall be provided.

1.4.3.3 Wastewater and Sewers

A narrative of the wastewater supply design and applicable criteria used shall be provided. Include the preliminary calculations used to design the average, diurnal peak, and extreme peak flows. Full flow capacity (70% of the total depth) of the existing system to ensure that it will be adequate

SECTION 01 33 00.34 Page 8Am #0007 for the flows generated by the new facility. Include the available capacity and full flow capacity in the design analysis. Preliminary calculations necessary to support equipment and piping sizes and a listing of allowable piping materials shall be provided. The design shall be in accordance with the velocity requirements of Section 01 89 00 SITE WORK

REQUIREMENTS.

1.5 ARCHITECTURAL

1.5.1 DRAWINGS

Thirty-five percent architectural drawing submittal shall be a complete set of architectural drawings without large scale details. All other drawings shall be complete except referencing of the large scale details.

1.5.1.1 Floor Plans

Provide scaled double-line drawings showing the complete functional arrangement of spaces, required adjacencies, circulation, required exiting, and required number of plumbing fixtures. Indicate door swing and window type; however, door and window schedules are not required.

For large buildings that require the floor plans to be divided into several areas, provide a Composite Floor Plan of the entire building, drawn at the largest scale practicable to include the entire building or floor level on a single sheet. Subsequent floor plan sheets drawn at a larger scale will show the individual floor plan areas, with a Key Plan indicating the individual area location. Include a gross area tabulation comparing the actual square footage with the authorized square footage of the facility in the first composite floor plan sheet. Include the following for each plan:

North Arrow Overall and Control dimensions Match Lines for delineating individual areas of floor plans Room Names and Numbers Structural Column Grid Wall and Building Section Cuts Door Swings Square Footage General Notes

The key plan located on each floor plan sheet should clearly show the inter-relationships between the individual building areas. Locate key plans in consistent locations throughout the sheet set for easy navigability. Include major elements of mechanical and electrical equipment affecting space allocation on the architectural plan. Ensure that equipment does not overcrowd the sheet, making it difficult to read.

1.5.1.2 Life Safety Plan

Provide a separate (composite type) floor plan for each floor of the building showing all of the various Life Safety features and functions, such as building Occupancies, Hazardous areas, travel distances, exit capacities, fire and smoke partitions, and similar features clearly indicated. This plan can be a separate plan in the Architectural drawing set, or can be combined with the Fire Protection drawings, as long as all of the necessary information is shown. See FIRE PROTECTION section of this specifcation for more information on required fire protection criteria.

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1.5.1.3 Roof Plan

Provide a composite Roof Plan showing the general roof configuration and major roof features contemplated.

1.5.1.4 Building Elevations

Provide all four building elevations to show the overall appearance, wall and roofing materials, windows, doors, and other architectural treatments.

Dimension elevations to show story height, total height, and relation to grade.

1.5.1.5 Building Cross Sections

Provide building cross sections to show general interior volumes, framing methods, and floor-to-floor and ceiling heights. Identify materials used and necessary dimensions.

1.5.1.6 Room Finish Schedules

Provide a Room Finish Schedule showing preliminary room finishes. Room Finish Schedule shall be complete in accordance with Corps of Engineers (COE) standard format.

1.5.1.7 Drawing Scales

Architectural work must be legible and drawn at the scales listed below.

In addition, larger scale drawings may be required to supplement the standard drawing scale drawings for clarity. Smaller scale drawings may be used only by written authorization through the USACE Project Manager.

All disciplines (Interior Design, Structural, Mechanical, Electrical, and Fire Protection) should use the same scale for plan sheets, with exceptions (as needed) for detailed plans.

ENGLISH

Composite Plans (Note 1) Varies Floor Plans 1/8-Inch = 1'-0" min.

Roof Plans Legible Composite Exterior Elevations Varies (same scale as Composite Plans) Building Cross Sections Legible Life Safety Plans (Note 1) Varies

Notes:

1. Scale composite plan(s) as required so that the entire facility is drawn on one sheet without break lines.

2. All areas of the facility floor plan must be drawn at this scale and areas of the facility should be the same for other design disciplines. The goal of this requirement is that the area plans used as base sheets for other disciplines be at a scale that are large enough to read, review, and bid when reproduced.

Provide key plans for facility designs with multiple areas, which cannot be drawn on a single sheet. By authorized written permission, a smaller scale may be used on large open facilities such as hangars or warehouses, which do not contain administrative areas. On concept/early preliminary designs, smaller scale

SECTION 01 33 00.34 Page 10Am #0007 drawings may be used when approved to allow for the entire floor plan to be shown on a single sheet.

1.5.1.8 Legends

Standard architectural material symbols used on the drawings shall be provided as a separate architectural legend drawing located just in front of the architectural drawings in the set. Additional material symbols should be added to the Legend Sheet as needed for the project.

1.5.1.9 North Arrows

Orient North arrows in the same direction on all plan sheets and by all disciplines, including site and civil drawings. Orient plan-north "up" or to the left on the drawings. Indicate true north on composite and area plan drawings. North arrows shall be located approximately at the same location on all sheets.

1.5.1.10 Modular Design

Follow modular masonry design practices in the design of all masonry buildings. Figure dimensions to whole or half-unit lengths, in increments of 4-inches (for standard brick) or 8-inches (for standard concrete masonry units) in order to reduce on-site cutting of masonry. Avoid units less than 4-inches long to the greatest extent practical.

1.5.1.11 Symbols

Utilize a consistent room and door number system for all facilities designed under any one contract. Where plans are site-adapted, the symbols need not be changed to the District standards, except those related to the identification of amendments and modifications to a contract. Do not use the standard symbols for Amendments (a triangular box) or Modifications (a type of circular box) for any other purpose, and care take care to avoid using similar-appearing symbols. When possible, start room numbering at the main entrance and proceed clockwise around functional areas. Obtain approval from this strategy from the Government.

1.5.1.12 Schedules

Provide clear and complete schedules for room finish, doors, windows, louvers, etc. Provide as many columns as necessary in order to present the essential information. The "Remarks" column should not be used as a substitute for an information column. Normally a single item should be presented on each schedule line. Category group scheduling will be permitted only for facilities with a large percentage of repetitive rooms. Other scheduling methods as standard with the AE may be used if approved by written authorization from the USACE Project Architect. Color information will be specified in UFGS 09 06 00, SCHEDULES FOR FINISHES, or noted on the drawings in schedule format. The sheen of a particular paint system will be coordinated with UFGS 09 90 00, PAINTS AND COATINGS.

1.5.1.13 Notes

Notes may be placed on drawings to reduce the amount of repetitive drafting, provided that clarity is not lost. General notes should be placed at the right-hand edge of the sheet.

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1.5.1.14 Dimensions

Provide complete, accurate and fully coordinated dimensioning. Dimensions should be to points easily measurable in the construction, and should be laid out to eliminate re-figuring in the field. Dimensions should be tied to column lines, etc., to facilitate checking. Plan dimensions for frame construction should be to face of stud for exterior walls, to one face of stud for interior partitions, and to centerline of openings. For masonry construction, dimensions should be to one or both nominal faces of masonry and to jambs of openings. When dimensioning, use arrowheads, not dots or slashes.

1.5.1.15 Facility Elevation

Indicate the elevation of the first floor as 100'-0" (100 000 for metric projects). Ensure that top of slab of ground-level floors is a minimum of 6 inches above finish grade. Relate elevations for other floors, footings, etc., to this figure. Do not show sea level elevations on the architectural drawings. Coordinate finished floor elevation with the civil drawings. Indicate elevations of the first floor above sea level on the Civil grading plans.

1.5.2 SPECIFICATIONS

Specifications are not a required submittal item for this design phase.

1.5.3 DESIGN ANALYSIS NARRATIVE

The Design Analysis shall be essentially complete with emphasis on the following:

1.5.3.1 Additional Criteria/Clarification

A list of items on which additional criteria, clarification, or guidance is required.

1.5.3.2 Site Adaptation of Standard Drawings (as applicable)

Include the following when site adapting a design.

a. An outline of the selections made where the standards permit the designer a choice of design or material.

b. An outline of items on the standard that do not conform to current criteria or to the design instructions, and suggested methods for changing the standards.

c. An outline of errors found in the standards and suggested methods for correction and improvement.

1.5.3.3 General Parameters

The design analysis shall follow the format described herein.

a. The purposes, overall functions, and total capacities of the facility.

b. The design theme or visual appearance of the exterior and interiors of

SECTION 01 33 00.34 Page 12Am #0007 the building, and how this facility coordinates with the image criteria of the installation on which it will be constructed.

c. The number of personnel to use facility; military, civilian, and visiting personnel.

d. The type of activities, equipment, and vehicles involved.

e. The anticipated life of the functions to be accommodated.

f. The category of construction; permanent, temporary, or relocatable.

1.5.3.4 Functional and Technical Requirements

a. Functional areas, occupant capacities, and allocation, including a functional relationship matrix.

b. All items of required equipment.

c. Occupational safety and health.

d. Accessibility for people with disabilities.

e. Energy conservation including solar energy applications and energy budget goals.

f. Sound and vibration control.

g. Physical security; lock and keying, intrusion-detection, alarms, restricted access areas, interior guard support, and ties to local authorities.

h. Justification for selection of exterior and interior finishes and materials.

i. Moisture Vapor Control.

j. Lessons learned incorporated into the design.

1.5.3.5 Design Objectives and Provisions

a. Adaptation of the building to the size, shape, and orientation of the site to include benefit from natural warming and cooling effects afforded by the site.

b. Organization of functional spaces to establish workable adjacency relationships.

c. Building layout to establish convenient circulation flows during normal operation and emergency evacuation activities, for materials, equipment, services, and people.

d. Grouping spaces into sound-compatible zones and protective construction zones, e.g., for fire and storm.

e. Space layout compatible with modular (structural and environmental) support systems.

f. Type of construction materials, architectural systems, and finishes, SECTION 01 33 00.34 Page 13Am #0007 including windows, doors, roofing systems and other major building components, to include basis for selection.

g. Building expandability/changeability.

h. Physical security and Anti-Terrorism/Force Protection.

i. Barrier-free design/ABA.

j. Energy conservation. (passive, insulation, orientation)

k. Acoustical design.

l. Sustainability. Include a narrative of the architectural portion of the design that addresses applicable UFC 1-200-02 and third-party certification requirements.

m. Composition of masses and spaces architectural compatibility and architectural details to reflect the design theme and desired image, and the scale and nature of the activities involved.

n. Perception of the building details and volumes. (Specific provisions made, e.g., an identifiable sequence of viewing positions for experiencing the interior and exterior architectural design.)

o. Enhancement of materials and systems maintenance and operation.

p. Economy of building construction, operation, and maintenance: life cycle cost effectiveness.

1.5.3.6 Coordination with Installation or Outside Agencies

a. Physical security support.

b. Blind vending operations.

c. Government furnished equipment.

d. Operations and maintenance support.

1.5.3.7 Checklists

Include the Fire Protection and Building Code Analysis, Lessons Learned Checklist, LEED (or other third-party certification), and ABA Checklist in the Design Analysis.

1.5.3.8 Sketches

All sketches presented during the design phase shall be reduced to 8-1/2" by 11" and included in this design analysis to document the design options and decisions evaluated during the design process.

1.5.4 DESIGN ANALYSIS CALCULATIONS

a. Net room areas, occupant capacity and gross building areas. (Categorize areas and capacities under the titles of "Operational Space Requirements", "Administrative Space Requirements", "Storage Space Requirements", and "Support Space Requirements".)

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b. DD Form 1391 scope validation calculations.

c. U-values for each wall, window, door, or roof type studied or selected.

d. Ratio of exterior window and room area, if applicable.

e. Acoustics, if applicable.

f. Gutter roof drain and downspout calculations.

g. Condensation calculations.

1.6 INTERIORS

1.6.1 DESIGN ANALYSIS NARRATIVE

The design analysis shall contain an explanation of the desired image or visual appearance of the interior of the facility and the design intent.

1.6.2 DRAWINGS

Include a scaled furniture floorplan indicating proposed furniture layout in the drawings. Label furniture on the plans and provide a furniture legend on the drawings. Identify on drawings if furniture is not in contract.

1.6.3 SPECIFICATIONS

Specifications are not a required submittal item for this design phase.

1.6.4 FURNITURE, FIXUTRES & EQUIPMENT (FF&E) PACKAGE

FF&E Package is not a required submittal item for this design phase.

1.6.5 COLOR BOARDS AND LEGENDS

At this design phase, submit SID color boards showing major interior and exterior finishes. Major interior finishes include but are not limited to major flooring finishes, tile, and wall paint (including accent wall paint colors). Color boards must show actual color samples of all proposed exterior and interior finishes. A color board legend shall accompany the boards and shall clearly identify all finishes. Clarification of finish placement shall be required when more than one color of a single finish is proposed. Color boards shall be 8 1/2" x 11" in size and provided in a three ring binder. Include project name and location, design stage and date on the front cover and spine of the binder.

1.6.6 DESIGN ANALYSIS NARRATIVE

The design analysis shall contain an explanation of the desired image or visual appearance of the interior of the facility and the design intent.

1.7 STRUCTURAL

1.7.1 DRAWINGS

Drawings shall include preliminary roof and floor framing plans, floor slab plans and foundation plans. Roof and floor framing plans shall show sufficient details to clearly indicate the type of framing system used, SECTION 01 33 00.34 Page 15Am #0007 size and spacing of members and their elevations. The preliminary location of all columns or pilasters shall be shown, and all building structural members shall be at least outlined. The preliminary sizes, locations and elevations of footings shall be shown. Slab plans shall be coordinated with the Architectural sheets and shall indicate the locations of structural walls and masonry partitions, recessed slabs and contraction or construction joints. . Elevation views, sections and details necessary to illustrate the design at a 35% level of completion shall be provided.

Drawings shall also include overall building plan dimensions, north arrows, and design notes. Drawings shall be at done at a scale appropriate for the design, in no case however, shall plan type drawings be done at a scale smaller than 1/8" = 1'-0" or detail type drawings at a scale smaller than 1/2" = 1'-0".

1.7.2 SPECIFICATIONS

Specifications are not a required submittal item for this design phase.

1.7.3 DESIGN ANALYSIS NARRATIVE

Design analysis shall follow the format described in Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES, Paragraph 3.3, "Design Analyses" and the specific content shall be essentially as outlined below.

1.7.3.1 Design Criteria and References

A list of design criteria references, such as DOD Unified Facilities Criteria, Department of the Army Technical Manuals, ACI Standards, AISC Specifications, etc., and any other references which were used in the design of the project shall be included in the narrative.

1.7.3.2 Design Loads and Conditions

A list of structural design loads and conditions shall be provided, including:

- Snow load parameters;

- Wind load parameters

- Seismic design parameters;

- Roof live loads;

- Floor live loads, identifying each loading with usage and the room or space where used;

- Progressive Collapse load parameters

- Foundation design criteria, including the design depth for footings, allowable soil bearing pressure, equivalent fluid densities (or lateral earth pressure coefficients) for the design of earth retaining structures and building components, modulus of subgrade reaction, and any other pertinent data derived from the recommendations of the Final Geotechnical Investigation Report, a copy of which shall be included as an Appendix to the design analysis.

1.7.3.3 Structural Materials

A list of structural materials shall be provided, together with the stress grades and/or ASTM designations, as applicable, for structural steel, concrete, and reinforcing steel; the series for steel joists; and identification of the proposed use of each material in the structure.

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1.7.3.4 Description of the Structural System

A concise description of the proposed structural system for the building, together with the reasons for its selection, shall be provided. All principal elements of the structural system selected shall be described.

Typically, these shall include:

- Primary supporting members for the roof;

- Masonry walls, type of material, and whether load bearing or non-load bearing, with location of load-bearing walls defined, and measures taken to compensate for expansion/contraction and crack control in masonry walls;

- The proposed system for resisting lateral forces (wind and earthquake) and transferring them to the ground, whether diaphragms, chord bracing, shear walls, braced or moment resisting frame, etc;

- Foundations, description of special designs to accommodate existing site conditions;

- Concrete slab-on-grade floors, description of floor surface finish treatment, accommodation of live loads, and the use, location and types of crack control joints;

- The proposed treatment of any unusual structural loadings, features or unique solutions to structural problems.

- Identification of any major vibrating elements and measures taken to isolate them.

1.7.4 Design Analysis Calculations

The extent of the structural calculations shall be indicative of a design which has reached a 35% level of completion. Computations shall include snow, wind, seismic, dead and live loads. Computations shall show sizing and spacing of structural members for roof and floor framing, sidewalls and foundation sizes, as appropriate to the systems to be used for these elements.

1.7.5 Final Geotechnical Investigation Report

The Contractor's geotechnical engineer shall accomplish additional site investigation, soil borings, and laboratory testing as deemed necessary to support the design of the project. A final geotechnical investigation report shall be prepared and submitted to the Contracting Officer.

The work will be coordinated with the Contracting Officer and shall not interfere with normal base operations. The cost of any additional geotechnical work shall be included in the contract amount.

1.8 MECHANICAL

Compliance with the design requirements for the building mechanical systems will be determined by a review of the submitted 35 percent drawings and design analysis. Any conflicts in the design requirements or lack of thorough understanding of the nature and scope of work shall be identified and resolved prior to submittal of the 35 percent design.

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1.8.1 DESIGN DRAWINGS

The 35 percent design drawings shall be fully coordinated with the design analysis. Sufficient plans including but not limited to major equipment layouts, ductwork and piping layouts, and sections at a minimum shall be provided as necessary to define the required design intent. Floor plans shall use the architectural floor plans as a basis, with the building outline half-toned. Unless otherwise indicated, all floor plans shall be drawn at 1/8" = 1'-0" scale and show all room names and numbers. An exception to this are administrative areas being air-conditioned shall be 1/4" = 1'-0" scale and mechanical room plans shall be 1/2" = 1'-0" scale.

[*Am-7] <text deleted> [**Am-7] Submittal drawings shall include, but not limited to, the following:

1.8.1.1 Mechanical Index Sheet

An index sheet identifying all mechanical drawings shall be provided, including those drawings anticipated to be provided in the 100 percent design submittal. Index shall include drawing design file numbers, drawing numbers, sheet numbers, and drawing descriptions.

1.8.1.2 Mechanical Abbreviation, Legend, and General Notes Sheet

This sheet shall include all mechanical abbreviations and symbols that will be used on the drawings. Symbols shall be grouped into sections; as a minimum, provide sections for Plumbing, Heating, Miscellaneous Piping, Valves and Fittings, and ventilation.

1.8.1.3 Exterior Utility Drawings

The following exterior utility drawings shall be provided:

a. Removal Plan

All existing exterior mechanical utilities and utilities which are to be removed shall be indicated on the Site Removal Plan located in the civil section of the drawing package.

b. Utility Plan:

All existing and new mechanical utilities shall be indicated on the Site Composite Utilities Plan located in the civil section of the drawing package. The location of existing exterior utilities shall be thoroughly checked and indicated on plans and profiles, thus preventing interference with new services. The utility drawing shall indicate all new utilities, including tie-in points, and existing utilities which are to be abandoned.

Plumbing Drawings

The following plumbing drawings shall be provided:

a. Plumbing Plans

Plumbing plans showing the design and tentative layout of the domestic hot and cold water distribution systems; make-up water piping; soil, waste and vent piping; and storm water drainage system shall be provided. Plans shall show all anticipated routing of piping systems from the connections

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[*Am-7] <text deleted> [**Am-7] within the structure to a point 5 feet outside the structure. The grade of all drain lines shall be calculated and invert elevations established. All electrical panels/equipment and pertinent HVAC equipment (expansion tanks, boilers, AHU's, pumps, lawn sprinkler system, etc.) shall be outlined in half-tone on the plumbing plans. Plans may combine building areas and be drawn at 1/8" = 1'-0" scale as long as legibility is not compromised.

Plumbing fixtures and drains shown on the drawings shall be designated by the same identification system used in the Technical Specification and Plumbing Fixture Schedule.

b. Enlarged Mechanical Room Plumbing Plan

An enlarged mechanical room plumbing plan drawn at a minimum 1/4" = 1'-0" scale shall be provided. Plan shall show layout of all plumbing equipment and piping within the rooms. In addition to all the plumbing systems required, the plan shall show half-toned outlines of all HVAC equipment located in the room, gas service, lawn sprinkler apparatus, the fire protection entrance and risers, and the outline of any electrical panels or equipment located in the room.

1.8.1.4 Mechanical HVAC Drawings

Show on mechanical HVAC drawings, all items of mechanical equipment, including mechanical room equipment, HVAC equipment layout, air handling units, air distribution and exhaust systems, etc., to determine proper space allocation within the intent of the architectural layout requirements. Plans, elevations, and sections shall be developed sufficiently to insure that major equipment items, piping, and ductwork cause no interference with structural members, electrical equipment, etc.

The following HVAC drawings shall be provided:

a. Mechanical HVAC Plans

Mechanical HVAC plans showing the design and tentative layout of the hot water piping distribution system and equipment, the air supply and distribution systems, and the ventilation and exhaust systems shall be provided. Air supply and distribution systems shall show all ductwork, including supply and return ductwork, ductwork to diffusers, and all diffusers. For the 35 percent submittal, all ductwork may be shown as single-lined. The final design submittal shall show all ductwork as double-lined. All electrical panels/equipment and pertinent plumbing equipment shall be outlined in half-tone on the HVAC plans.

b. Enlarged Mechanical Room HVAC Plans

Enlarged mechanical room HVAC plans showing all mechanical systems and drawn at a minimum 1/2" = 1'-0" scale shall be provided. Plans shall show layout of all equipment, piping, and ducts located within the rooms.

Equipment shall include (but not limited to) air handling units with associated outside air intakes, relief air, and supply/return ducts;

exhaust/supply fans, mechanical room ventilation intake/relief openings, gas service entrance, combustion air opening, unit heaters, HW pumps, boilers, expansion tanks, and temperature control panels. Plans shall show dedicated access space for items requiring maintenance. In addition to all the mechanical HVAC systems required, the plan shall show half-toned outlines of all major plumbing equipment, the water service entrance, fire protection entrance and riser, lawn sprinkler apparatus, and any electrical equipment or panels located in the room.

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c. Mechanical Room Sections:

For each air handling unit within the mechanical room, a mechanical room section view shall be provided showing, but not limited to, all AHU components, ductwork connections/routing, and relationship to adjacent structural features.

d. Chilled and Heating Water System Flow Diagrams:

Provide flow diagrams showing the facility piping system including the pumps and connected chilled / heating water equipment. Each pump and equipment item shall show associated cfm flowrate. All thermometers, pressure gauges, isolation and control valves, bypass piping, freeze protection piping, etc. shall be shown on the flow diagram.

e. Mechanical Detail Sheets:

Installation details showing all specification requirements such as isolation and balancing valves, thermometers, pressure gauges, equipment pads, strainers, vents, hangers, vibration isolation, etc. shall be provided for each item of mechanical equipment. As a minimum, the following mechanical details shall be provided to the extent they are included in the design:

Refrigerant Piping Diagram Hot Water Boiler and Piping Diagram Chilled water piping Diagram Chilled water pumps Hot Water Pumps Expansion Tanks Horizontal Unit Heater Vertical Unit Heater Chemical Shot Feeders Gas Service Entrance Cabinet Unit Heater Air Handling Units Wall Propeller Supply/Exhaust Fan In-line Supply/Exhaust Fan Relief Hood Relief Vent Exhaust Hoods Seismic Requirements for Floor- Mounted and Suspended Equipment

f. Mechanical Schedule Sheets

Schedules, with preliminary capacities, shall be provided for each item of mechanical equipment. Furnished typical equipment schedules shall be used whenever possible and shall be revised and completed as necessary to suit the project requirements. In addition to the furnished schedules, damper and control valve schedules shall also be provided.

1.8.2 TECHNICAL SPECIFICATIONS

Specifications are not a required submittal item for this design phase.

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1.8.3 DESIGN ANALYSIS NARRATIVE

The narrative portion of the design analysis shall contain a narrative description and analysis for each of the mechanical portions of the design. The basis and reasons for specific engineering decisions, special features, unusual requirements, etc., shall be explained or summarized as applicable. If it is necessary to deviate from criteria or standard practice, reasons shall also be included. Design statements shall be provided in sufficient detail to enable the reviewer to get a clear picture and understanding of all included work so that approval will be granted. Narrative shall be complete relative to scope and intended design approaches. The total scope projected to final design shall be outlined in a form that will be conveniently adapted, expanded, and detailed at the final design stage. If alternatives were to be evaluated and selected by the designer, findings (pros and cons) and conclusions shall be included.

The design analysis shall carry a complete narrative for every item and system covered in the design, and shall include, but not be limited to, the following:

1.8.3.1 Index

Provide a design analysis index identifying all main and sub-paragraph headings.

1.8.3.2 Project Summary

Provide a brief description of the mechanical design objectives.

1.8.3.3 Applicable Criteria

A list of all applicable criteria used for basis of design.

1.8.3.4 Design Conditions

A list of Mechanical HVAC design conditions including elevation, latitude, heating/cooling degree days, winter and summer outside design temperatures, inside design temperatures for all spaces, ventilation rates, etc. shall be provided.

1.8.3.5 System Descriptions

Provide a complete description of all building systems; include the designer's reasons for selecting specific materials, systems, etc. in which the reason for selection is not obvious. System descriptions shall be include, but not limited to, the following:

Plumbing System Exterior Gas Distribution System Interior Gas Piping System Hot Water Heating System Exhaust Hoods Air Supply and Distribution Systems Ventilation and Exhaust Systems Temperature Control System Seismic Protection Chilled Water System Refrigeration System

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1.8.4 DESIGN ANALYSIS CALCULATIONS

The Design Analysis calculations shall provide an estimate of the heating, cooling, and ventilation loads to determine a preliminary selection of the type and size of mechanical equipment to be used. Design calculations shall be provided in sufficient detail to enable the reviewer to get a clear understanding of all work to allow approval. Backup data shall be furnished to support basic design decisions related to sizing of major equipment and materials, performance of specific systems or equipment.

Manufacturer's catalog data sheets shall be provided for each item of equipment selected. Calculations may be performed by manual or computerized procedures. Use of standardized charts, curves, tables, graphs will generally be acceptable for portions of required calculations lieu of specific calculation procedures. Such data must be from a recognized source which is identified in the design analysis and shall be included with the calculations. Design calculations and computations shall be provided for all systems and shall include, but not limited to, the following:

1.8.4.1 Index

Provide a design analysis index identifying all calculation items.

1.8.4.2 Design Conditions

A list of Mechanical HVAC design conditions including elevation, latitude, heating/cooling degree days, winter and summer outside design temperatures, inside design temperatures for all spaces, ventilation rates, etc. shall be provided.

1.8.4.3 Zone Air-Conditioning Loads

Preliminary cooling calculations shall be prepared using the Cooling Load Temperature Differential/Cooling Load Factors (CLTD/CLF).

1.8.4.4 Block Air-Conditioning Loads

Preliminary block cooling load calculations, compassing the air-conditioned areas, shall be prepared using the CLTD/DLF Method.

1.8.4.5 Chilled Water Pump Selections

Include pump flow calculations and catalog selection data indicating dimensions, connection sizes, rpm, horsepower, and efficiency.

1.8.4.6 Heating Loads

For each area or room requiring heat; provide calculations.

1.8.4.7 Heating Load Summary

A tabular summary of all heating load calculations for each area or room, including combustion air heating, shall be provided.

1.8.4.8 Boiler Selection

Include boiler capacity adjustments for altitude, inefficiency, and net rating. Provide catalog data indicating input capacity, net output capacity, dimensions, and water and flue size connections.

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1.8.4.9 Hot Water Pump Selection

Include pump flow calculations and catalog selection data indicating dimensions, connection sizes, rpm, horsepower, and efficiency.

1.8.4.10 Combustion-Air Requirements

Include combustion air quantity and free area calculations, louver selection, combustion air heating requirements, and selection of heating equipment.

1.8.4.11 Unit Heater Selections

For each area requiring a unit heater, provide data on capacity, weight, and horsepower.

1.8.4.12 Mechanical Ventilation

For each area or room requiring mechanical ventilation for cooling;

provide calculations similar to zone air-conditioning, louver selection, and catalog fan data.

1.8.4.13 Toilets/Janitor Room Ventilation

Provide calculations, catalog fan data, and louver selections, for each toilet area.

1.8.4.14 Air Handling Units

A tabular summary of all airflow calculations for each area or room shall be provided on each air distribution system for fan sizing.

1.8.4.15 Domestic Water Demand

Calculations for determining the size of the domestic cold water supply line to the building shall be provided.

1.8.4.16 Domestic Hot Water Demand

Provide calculations determining the domestic hot water demand for the facility. Provide catalog data for the domestic water heaters.

1.8.4.17 Electrical Load Summary

A summary of all mechanical equipment and the associated electrical load requirements shall be provided.

1.8.5 ENERGY CONSERVATION

Mechanical designs shall be economical, maintainable and energy conservative with full consideration given to the functional requirements and planned life of the facility. Emphasis shall be given to heat reclamation, outside air usage and other energy conservation measures for mechanical systems. Each major item of proposed mechanical equipment shall have a net efficiency rating that is equal to or exceeds the net efficiency ratings of similar or equal equipment of the four manufacturers each having one of the four highest ratings.

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1.8.6 AIR POLLUTION CONTROL

Air pollution control shall be incorporated in all designs. The Architect-Engineer shall investigate the latest Using Service, Local, State, and Federal regulations and standards, analyze and report on requirements in the design analysis, and include in the design as applicable.