W912PL-16-R-0018_All_Attachments_except_Attachment_10.pdf

Building 2510 Request For Proposal RFP No. XXXXXXX 2059

003 ATTACHMENTS

B2510 W912PL-16-R-0018

Vandenberg AFB, CA Phase 1

003 CONTRACT ATTACHMENTS

01 Not Used

02 Not Used

03 Not Used

04 Contractor Prepared As-Built Instructions

05 MILCON Project Closeout (Red Zone Meeting)

06 USACE BIM Requirements

07 Drawing Format

08 Geotechnical Information

09 Engineering Weather Data

10 Base Facility Design Standards – provided as separate file

11 Room Area Computations

12 Hydrant Flow Data

13 Air Force Sustainable Design Development Implementing Guidance

14 NRO Communications Requirements

15 Vandenberg AFB Annual Drinking Water Quality Report

16 Vandenberg AFB CAD Standard

ATTACHMENT 1

NOT USED

ATTACHMENT 2

ATTACHMENT 3

ATTACHMENT 4

CONTRACTOR PREPARED AS-BUILT INSTRUCTIONS

SEE SPECIFICATION 01 33 00

ATTACHMENT 5

MILCON PROJECT CLOSEOUT

(RED ZONE MEETING)

ATTACHMENT 6

BUILDING INFORMATION MODELING REQUIREMENTS

Building 2510 2059

BUILDING INFORMATION MODELING REQUIREMENTS

1.0 Section 1 - General

1.1. Definitions. See Section 7 for definitions of terms used in this document.

1.2. Submittal Format

1.2.1. The Model shall be developed using Building Information Modeling (“BIM”) supplemented with Computer Aided Design (“CAD”) content as necessary to produce a complete set of Construction Documents.

Submitted drawings shall be 22 inches x 34 inches (ANSI D) size, suitable for half-size scaled reproduction.

1.2.2. BIM submittals shall conform to the requirements of Sections 3.0 and 4.0 below.

1.2.3. All Models and associated Facility/Site Data shall be submitted in either Bentley Systems v8i BIM or Autodesk

Revit 2011 format or higher. The submittals shall be fully operable, compatible, and editable within the native BIM tools.

2.0 Section 2 – BIM Requirements

2.1. Use of BIM. Contractor shall use BIM application(s) and software(s) to develop Projects consistent with the following requirements.

2.1.1. Baseline Model. The Contractor will be provided a baseline multi-discipline BIM Project Model.

2.1.2. BIM Program Configuration Standards. If Contractor selects Bentley Systems BIM as the BIM platform of choice, the latest version of the Bentley TriServices Workspace must be used and can be downloaded from the CAD/BIM Technology Center website, currently https://cadbim.usace.army.mil. If Contractor selects Autodesk Revit as the BIM platform of choice, Revit 2013 or later must be used. The 2013 Revit Templates (v2.2) can be downloaded from the CAD/BIM Technology Center website, https://cadbim.usace.army.mil

2.1.3. Reference. Refer to ERDC TR-06-10, “U.S. Army Corps of Engineers Building Information Modeling Road

Map” from the CAD/BIM Technology Center website for more information on the USACE BIM implementation goals.

2.1.4. Industry Foundation Class (IFC) Support. The Contractor’s selected BIM application(s) and software(s) must be consistent with the current IFC property sets. Any deviations from or additions to the IFC property sets for any new spaces, systems, and equipment must be submitted for Government acceptance.

2.1.5. BIM Project Execution Plan.

2.1.5.1. Develop a BIM Project Execution Plan (“Plan” or “PxP”) documenting mandatory and Contractor-elected BIM Uses, analysis technologies and workflows.

2.1.5.2. Contractors shall use the USACE BIM PROJECT EXECUTION PLAN (PxP) Template located at https://cadbim.usace.army.mil to develop an acceptable Plan. A sample of this document is included in this RFP.

2.2. BIM Content.

2.2.1. Facility/Site Data. Develop the Facility/Site Data to include material definitions and attributes that are necessary for the Project facility design and construction as described in Section 4.0. Additional data in support of Section 6.0 Contractor Electives is encouraged to be added to the Model.

2.2.2. Model Content. The Model and Facility/Site Data shall include, at a minimum, the requirements of Section 4.0 below.

2.3. Output. Submitted Drawings (e.g., plans, elevations, sections, schedules, details, etc.) shall be derived (commonly known as extractions, views or sheets) from the Model and Facility/Site Data. Drawings derived from the Model shall remain connected to the Model for the life of the Project and documented in the PxP.

Drawings not derived from the Model shall also be documented in the PxP.

2.3.1. Drawings derived from the Model shall be compliant with the A/E/C CAD Standard. Deliver electronic CAD files used for the creation of the Construction Documents per requirements in Section 01 33 16, the criteria of the USACE Sacramento District, and as noted herein.

2.3.2. The CAD file format specified for drawings shall not dictate which application(s) are used for development and execution of the Model and Facility/Site Data. Application(s) used shall be documented in the PxP.

2.4. Quality Control Parameters. Implement quality control (“QC”) parameters for the Model, including:

2.4.1. Model Standards Checks. Provide QC checks demonstrating that the Project Facility/Site Data set has no undefined, incorrectly defined or duplicated elements. Identify and report non-compliant elements and submit a corrective action plan. Provide the Government with detailed justification and request Government acceptance for any non-compliant element that the Contractor proposes to be allowed to remain in the Model.

2.4.2. CAD Standards Checks. Provide QC checks demonstrating that the fonts, dimensions, line styles, levels and other construction document formatting issues are followed per requirements in Section 01 33 16. Identify and report non-compliant content and submit a corrective action plan.

2.4.3. Other Parameters. Develop such other QC parameters as Contractor deems appropriate for the

Project and provide to the Government for acceptance.

2.5. Design and Construction Reviews. The Model and Facility/Site Data will be used to perform reviews at each submittal stage under Section 3.0 to test the Model, including Over-The-Shoulder Progress Reviews:

2.5.1. Visual Checks. Checking to demonstrate the design intent has been followed and that there are no unintended elements in the Model.

2.5.2. Interference Management Checks. Locate conflicting spatial data in the Model where two elements are occupying the same space. Log hard interferences (e.g., mechanical vs. structural, or mechanical vs.

mechanical, overlaps in the same location) and soft interferences, (e.g., conflicts regarding equipment clearance, service access, fireproofing, insulation, and code space requirements) in a written report and resolve.

2.5.3. Over-The-Shoulder Progress Reviews. Periodic quality control meetings or construction progress review meetings shall include quality control reviews on the implementation and use of the Model, including interference management and design change tracking information.

2.6. Other Parameters. Develop other design and construction review parameters as the Contractor deems appropriate for the Project and provide to the Government for acceptance.

3.0 Section 3 – BIM Submittal Requirements

3.1. General Submittal Requirements.

3.1.1. Provide submittals in compliance with the PxP deliverables at stages as described below.

3.1.2. For each Submittal as set forth in Paragraphs 3.3 through 3.5, provide a Contractor-certified written report confirming that consistency checks as identified in Paragraphs 2.4 and 2.5 above have been completed. This report shall be discussed as part of the review process and shall address cross- discipline interferences, if any.

3.1.3. At each Submittal as set forth in Paragraphs 3.3 through 3.5, provide the Government with:

3.1.3.1. The Model, Facility/Site Data, Workspace and CAD Data files in the native BIM/CAD format.

3.1.3.2. A copy of the Model in an interactive review format such as Bentley Navigator, Autodesk Navisworks, Adobe 3D PDF 7.0 (or later), Google Earth KMZ or other format per PxP requirements. The format for reviews can change between submittals.

3.1.3.3. A list of all submitted electronic files including a description, directory, and file name for each file submitted. For all CAD printed sheets, include a list of the sheet titles and sheet numbers. Identify which files have been produced from the Model and Facility/Site Data.

3.1.3.4. IFC Coordination View. Provide an IFC Coordination View in IFC Express format for all deliverables.

Provide exported property set data for all IFC supported named building elements.

3.1.4. The Government shall confirm acceptability of all submittals identified in Section 3.0 in coordination with the

USACE Sacramento District BIM Manager, Kevin Russ, kevin.j.russ@usace.army.mil, (916) 557-7553.

3.2. Initial Design Conference Submittal.

3.2.1. Submit a digital copy of the PxP and the Minimum Modeling Matrix (M3) where, in addition to Paragraph 3.1.4, the USACE Sacramento District BIM Manager will coordinate with the USACE CoS BIM Manager to confirm acceptability of the Plan or advise as to additional processes or activities necessary to be incorporated into the PxP.

3.2.2. Within thirty (30) days after the acceptance of the PxP and M3, conduct a demonstration to review the Plan for clarification, and to verify the functionality of planned Model technology workflow and processes. If modifications are required, the Contractor shall complete the modifications and resubmit the PxP performing a subsequent demonstration for Government acceptance. There will be no payment for design or construction until the PxP is completed and accepted by the Government. The Government may also withhold payment if there is design and construction for unacceptable performance in executing the accepted PxP.

3.3. Interim Design Submittals.

3.3.1. BIM and CAD Data. Submit the Model with Facility/Site Data per the requirements identified in Paragraphs 2.2 and 2.3 as applicable to the Interim Design package(s).

3.4. Final Design Submissions and Design Complete Submittals.

3.4.1. BIM and CAD Data. Submit the Model with Facility/Site Data per the requirements identified in Paragraphs

2.2 and 2.3. Acceptance according to Paragraph 3.1.4 is required before commencement of construction, as described in Paragraph 3.7.6 of Section 01 33 16.

3.5. Final As-Built BIM and CAD Data Submittal. Submit the final Model, Facility/Site Data, and CAD files reflecting as-built construction conditions for Government acceptance, as specified in Section 01 78 00, Closeout Submittals.

4.0 Section 4 – Minimum Modeling and Data Requirements

4.1. Minimum Modeling Matrix (M3)

4.1.1. Develop an M3 documenting elements included in the facility and site. The M3 describes the minimum modeling and data requirements by defining the Level of Development (“LOD”) and Element Grade.

4.1.2. Contractors shall use the USACE Minimum Modeling Matrix (M3) Template located at https://cadbim.usace.army.mil and submitted as part of the PxP. A sample of this document is included in this RFP.

4.2. Additional Requirements.

4.2.1. Classification. All modeled elements shall include Facility/Site Data referencing one or more classification system(s).

4.2.2. Spatial Data. The Model shall include spatial data defining actual net square footage and net volume, and holding data to develop the room finish schedule including room names and numbers. Include program information to verify design space against programmed space, using this information to validate area quantities.

4.2.3. Schedules. Schedules shall be produced from the Facility/Site Data within the Model. Any exceptions should be documented in the PxP and submitted to the USACE for review.

4.2.4. Details and Enlarged Sections. All details and enlarged sections necessary for construction shall be derived from the Model when possible. For those details and enlarged sections not derived directly from the Model, Contractor must verify that geometry and data depicting the details and enlarged sections are consistent with Model elements. Details with significant drafted content such as 'standard' and 'typical' details shall not contradict the model and shall utilize the model as an underlay when possible for the purposes of verification and coordination. Three dimensional, isometric, and section isometric details derived from the model are preferred.

4.2.5. Legends. Model Elements shall be used to produce representations shown in the legends and shall match graphical representations shown in plans, sections, and elevations.

4.2.6. Drawing Indices. Where BIM authoring platform supports it, drawing indexes should be derived from a model-driven schedule.

5.0 Section 5 - Ownership and Rights in Data

5.1. Ownership. At the date of Closeout Submittal, the Government has ownership of and rights to all CAD files, BIM Models, and Facility/Site Data developed for the Project in accordance with FAR Part 27, clauses incorporated in Section 00 72 00, Contract Clauses and Special Contract Requirement 1.14 GOVERNMENT RE-USE OF DESIGN (Section 00 73 00). The Government may make use of this data following any deliverable.

6.0 Section 6 – Contractor Electives

6.1. Applicable Criteria. If the Contractor elected to include one or more of the following features as an elective in its accepted contract proposal for additional credit, as described in the proposal submission requirements and evaluation criteria, the requirements of paragraphs 6.2 through 6.5 are as applicable for those elective feature(s) that will be included in the project.

6.2. COBIE Compliance. The Model and Facility/Site Data for the Project shall fulfill Construction Operations

Building Information Exchange (COBIE) requirements on the Whole Building Design Guide website (www.wbdg.org) , including all requirements for the indexing and submission of Portable Document Format (PDF) and other appropriate records that would otherwise be printed and submitted in compliance with Project operations and maintenance handover requirements.

6.3. Project Scheduling using the Model. In the PxP and during the Initial Design Conference Submittal

Demonstration, provide an overview of the use of BIM in the development and support of the Project construction schedule.

6.3.1. Submittal Requirements. During the Stages identified in Paragraphs 3.3 through 3.4, the

Contractor shall deliver the construction schedule linked to the Model.

6.3.1.1. Construction Submittals – Over-The-Shoulder Progress Reviews. Periodic quality control meetings or construction progress review meetings shall include quality control reviews on the implementation and use of the Model for Project scheduling.

6.4. Cost Estimating. In the PxP and during the Initial Design Conference Submittal Demonstration, provide an overview of the use of BIM in the development and support of cost estimating, or other costing applications such as comparative cost analysis for proposed changes and estimate validation.

6.4.1. Submittal Requirements. During the Stages identified in Paragraphs 3.3 through 3.5, the

Contractor shall deliver cost estimating information derived from the Model.

6.4.2. Project Completion. At Project completion, the Contractor shall provide an Micro Computer Aided Cost Estimating System Generation II (“MII”) Cost Estimate that follows the USACE Cost Engineering Military Work Breakdown System (“WBS”), a modified Uniformat, to at least the sub- systems level and uses quantity information supplied directly from Model output to the maximum extent possible, though other "gap" quantity information will be included by the contractor as necessary for a complete and accurate Cost Estimate. (See Paragraph 6.4.2.2).

6.4.2.1. Sub system level extracted quantities from the Model for use within the Estimate shall be provided according to how detailed line items or tasks should be installed/built so that accurate costs can be developed and/or reflected. When developing a Model, the contractor shall be cognizant of construction sequencing at the beginning stages of Model development, such as recognizing tasks performed on the first floor versus the same task on higher floors that will be more labor intensive and, therefore, need to have a separate quantity and be priced differently. Tasks and their extracted quantities from the Model shall be broken down by their location (proximity in the structure) as well as the complexity of installation.

6.4.2.2. At all design Stages it shall be acknowledged that BIM output will not generate all quantities that are necessary in order to develop a complete and accurate cost estimate of the Project based on the design alone. (An example of this would be plumbing that is less than 1.5" diameter and, therefore, not expected to be modeled due to permitted level of design granularity; this information is commonly referred to as “The Gap”. Quantities addressing “The Gap” and their associated costs shall be included in the final Project actual Cost Estimates as well even though not derived directly from the Model data).

6.5. Other Analyses and Reports. Structural, energy and efficiency, EPACT 2005 & EISA 2007, lighting design, daylighting, electrical power, psychrometric processing, shading, programming, LEED, fire protection, code compliance, Life Cycle Cost, acoustic, plumbing and other analyses that may be generated from the Model or reports summarizing the data compiled from these analyses shall be submitted in the form established by contractor in its accepted PxP.

7.0 Definitions

7.1. The following definitions apply specifically to the USACE BIM Requirements.

7.2. “Model”: A digital representation of physical and functional characteristics of a facility or a part thereof, comprised of “Model Elements” with “Facility/Site Data”.

7.3. “Model Element”: A self-contained element with a unique identification, whose behavior and properties are defined by Facility/Site Data and software processes. Model Elements can represent a physical entity, such as a pump or a concrete wall, and range from the simple to the complex.

7.4. “Facility/Site Data”: The non-graphical information attached to objects in the Model that defines various characteristics of the object. Facility/Site Data can include properties such as parametric values that drive physical sizes, material definitions and characteristics (e.g. wood, metal), manufacturer data, industry standards (e.g. AISC steel properties), and project identification numbers. Facility/Site Data can also define supplementary physical entities that are not shown graphically in the Model, such as insulation around a duct, hardware on a door, content of conduit, or transformer properties.

7.5. “Workspace”: A collection of content libraries and supporting files that define and embody a BIM standard. A workspace includes BIM libraries such as wall types, standard steel shapes, furniture, HVAC fittings, and sprinkler heads. It also contains sheet libraries such as print/plot configurations, font and text style libraries, and sheet borders and title blocks. The USACE has developed Workspaces specific to USACE BIM standards;

these workspaces are dependent on specific versions of the BIM applications they serve. All USACE BIM Workspaces can be downloaded from the CAD/BIM Technology Center (https://cadbim.usace.army.mil). In some cases, there is a specific Workspace for a given CoS Facility Standard Design.

7.6. “IFC”: Industry Foundation Class, a standard and file format used for the exchange of BIM data; see www.iai-tech.org. Note: In the context of this attachment, IFC does not mean “Issued For Construction.”

USACE

BIM PROJECT EXECUTION PLAN

(PxP)

VERSION 2.0

FOR:

NATIONAL RECONNAISSANCE OFFICE

ON

BUILDING 2510

VANDENBERG AIR FORCE BASE

XUMU091704C

DEVELOPED BY

[AUTHOR COMPANY]

BUILDING 2510 2059

USACE BUILDING INFORMATION MODELING PROJECT EXECUTION PLAN

ii

INSTRUCTION AND ACKNOWLEGMENTS

This template is a tool that is provided to assist in the development of a BIM project execution plan as required per Contract. It was adapted from the buildingSMART alliance™ (bSa) Project “BIM Project Execution Planning” as developed by The Computer Integrated Construction (CIC) Research Group of The Pennsylvania State University.

The bSa project is sponsored by The Charles Pankow Foundation (www.pankowfoundation.org), Construction Industry Institute

(CII) (www.construction-institute.org), Penn State Office of Physical Plant (OPP) (www.opp.psu.edu), and The Partnership for Achieving Construction Excellence (PACE) (www.engr.psu.edu/pace). The BIM Project Execution Planning Guide can be downloaded at BIM.psu.edu.

Please note: Instructions and examples to assist with the completion of this guide are currently in grey. The text can and should be modified to suit the needs of the organization filling out the template. If modified, the format of the text should be changed to match the rest of the document. This can be completed, in most cases, by selecting the normal style in the template styles.

Contributors to this version of the template:

For USACE questions about this template please direct any questions to Steve Hutsell (Steve.Hutsell@usace.army.mil) or Van Woods (Van.Woods@usace.army.mil).

Please do not contact any of the other contributors pertaining to this template.

This coversheet can be replaced by a company specific coversheet that includes at a minimum document title, project title, project location, author company, and project number.

ii

TABLE OF CONTENTS

SECTION A: PROJECT INFORMATION

SECTION B: KEY PROJECT CONTACTS

SECTION C: PROJECT GOALS / BIM OBJECTIVES

SECTION E: BIM PROCESS DESIGN

SECTION F: BIM INFORMATION EXCHANGE WORKSHEET

SECTION G: MINIMUM MODELING AND DATA REQUIREMENTS

SECTION H: COLLABORATION PROCEDURES

SECTION I: QUALITY CONTROL

SECTION J: TECHNOLOGICAL INFRASTRUCTURE NEEDS

SECTION K: MODEL ORGANIZATION

SECTION L: PROJECT DELIVERABLES

SECTION M: ATTACHMENTS

SECTION A: PROJECT INFORMATION

To successfully execute Building Information Modeling (BIM) on a project, [AUTHOR COMPANY] has developed this detailed BIM Project Execution Plan. The BIM Project Execution Plan defines uses for BIM on the project (e.g. design authoring, design reviews, 3D coordination, and record modeling), along with a detailed process for executing BIM on this project.

[INSERT OPTIONAL INFORMATION: FOR EXAMPLE, A BIM MISSION STATEMENT. This is the location to provide additional BIM overview information up to one paragraph. Additional detailed information can be included as an attachment to this document.]

This section defines basic project reference information.

1. FACILITY OWNER: National Reconnaissance Office

2. PROJECT NAME: BUILDING 2510

3. PROJECT LOCATION: Vandenberg Air Force Base, CA

4. CONTRACT TYPE: DESIGN-BUILD

5. FACILITY TYPE: [LIST ALL FACILITIES IN THE CONTRACT]

6. BRIEF PROJECT DESCRIPTION: [NUMBER OF FACILITIES, GENERAL SIZE, ETC]

7. ADDITIONAL PROJECT INFORMATION: [UNIQUE BIM PROJECT CHARACTERISTICS AND REQUIREMENTS]

8. AGENT: USACE

9. PROJECT NUMBERS:

PROJECT INFORMATION NUMBER

AGENT CONTRACT NUMBER: [E.G. W9126G-08-D-0000]

TASK ORDER: [E.G. 0001]

AGENT PROJECT NUMBER: XUMU091704C

CONTRACTOR INFORMATION NUMBER

PROJECT NUMBER(S): [IF APPLICABLE]

SECTION B: KEY PROJECT CONTACTS

The following is a list of the lead BIM contacts for each organization on the project. Additional contacts can be included later in the document.

ROLE ORGANIZATION NAME EMAIL TIME ZONE PHONE

Project Manager USACE - SPL Priscilla Perry priscilla.e.perry@usace.army.mil Pacific 213-452-4031

Technical Lead USACE - SPK Greg Bridgestock greg.w.bridgestock@usace.army.mil Pacific 916-557-5127

District BIM Manager USACE - SPK Kevin Russ kevin.j.russ@usace.army.mil Pacific 916-557-7553

Project Manager(s) [Company]

BIM Manager(s) [Companies]

Architecture Lead [Company]

Structural Lead [Company]

Furnishings Lead [Company]

Equipment Lead

Landscape Architect Lead

Civil Lead

Fire Protection Lead

Mechanical Lead

Plumbing Lead

Electrical/Telecom Lead

Other Project Roles

SECTION C: PROJECT GOALS / BIM OBJECTIVES

Describe how the BIM Model and Facility Data are utilized to maximize project value (e.g. design alternatives, life-cycle analysis, energy analysis, sustainability analysis scheduling, estimating, material selection, pre-fabrication opportunities, site placement, etc.)

Reference www.engr.psu.edu/bim/download for BIM Goal & Use Analysis Worksheet.

1. MAJOR BIM GOALS / OBJECTIVES:

State BIM Goals / Objectives

BIM GOAL DESCRIPTION

2. BIM USES:

The BIM Uses currently highlighted/shaded and checked with an (X) are required by USACE. Contractor to identify with a (C) additional BIM Uses for the project selected as Contractor Electives. Reference BIM Project Execution Planning Guide at www.engr.psu.edu/BIM/BIM_Uses for Use descriptions. Include additional BIM Uses as applicable in empty cells of Design and Construct columns. Do not complete Plan and Operate Columns.

PLAN (NIC) DESIGN CONSTRUCT OPERATE (NIC)

PROGRAMMING X DESIGN AUTHORING SITE UTILIZATION

PLANNING BUILDING SYSTEM

ANALYSIS

SITE ANALYSIS X PROGRESS REVIEWS CONSTRUCTION SYSTEM

DESIGN ASSET MANAGEMENT

X

INTERFERENCE

MANAGEMENT

(3D COORDINATION)

X

INTERFERENCE

MANAGEMENT

(3D COORDINATION)

SPACE MANAGEMENT /

TRACKING

STRUCTURAL ANALYSIS DIGITAL FABRICATION DISASTER PLANNING

LIGHTING ANALYSIS 3D CONTROL AND

PLANNING

ENERGY ANALYSIS X RECORD MODELING

OPERATION &

MAINTENANCE

RECORD MODELING

PROGRAM VALIDATION FIELD / MATERIAL

TRACKING

MECHANICAL ANALYSIS DIGITAL LAYOUT

OTHER ENG. ANALYSIS

SUSTAINABILITY (LEED)

EVALUATION

CODE VALIDATION

PHASE PLANNING (4D)

PRELIMINARY

CONSTRUCTION SCHEDULING

(4D)

CONSTRUCTION

SCHEDULING (4D) BUILDING MAINTENANCE

SCHEDULING (4D)

COST ESTIMATION (5D) COST ESTIMATION (5D) COST ESTIMATION (5D) COST ESTIMATION (5D)

EXISTING CONDITIONS

MODELING EXISTING CONDITIONS

MODELING EXISTING CONDITIONS

MODELING EXISTING CONDITIONS

MODELING

CONSTRUCTION

OPERATIONS BUILDING

INFORMATION

EXCHANGE (COBie)

CONSTRUCTION OPERATIONS

BUILDING INFORMATION

EXCHANGE (COBie)

INFORMATION EXCHANGE

(COBie)

INFORMATION EXCHANGE

(COBie)

X

SECTION D: ORGANIZATIONAL ROLES / STAFFING

For each BIM Use required and Contractor selected, identify the team within the organization (or organizations) who will staff and perform that Use. Staff members may fill multiple project roles.

DESIGN PHASE BIM USE ORGANIZATION LOCATION(S) LEAD CONTACT

DESIGN AUTHORING Contractor A

PROGRESS REVIEWS B

DESIGN 3D COORDINATION C

CONSTRUCTION PHASE BIM

USE

ORGANIZATION LOCATION(S) LEAD CONTACT

CONSTRUCTION 3D

COORDINATION

D

RECORD MODELING E

List enhancements from minimum BIM Uses as selected in Section C.2. Note: Enhancements must exceed minimum Contract requirements BIM Uses. (i.e. performing structural analyses on specific areas versus whole facility, performing cost / quantity take-off on specific floors versus whole facility, etc,) All documents and files related to the BIM uses shall be provided to the government as a submittal.

SELECTED BIM USE

ENHANCEMENT

DESCRIPTION / ADDED VALUE

SECTION E: BIM PROCESS DESIGN

Provide an Overview Process Map for all BIM Uses (Level 1). Provide Detailed Process Maps for each REQUIRED (marked with X) and Contractor-Elected (marked with C) BIM Use in Section D (Level 2). Sample Process Maps may be downloaded from www.engr.psu.edu/BIM/PxP for your use. (Please note that these are sample maps and should be modified based on project specific information and requirements and contractor internal procedures and processes). Please reference Chapter Three:

Designing BIM Project Execution Process in the BIM Project Execution Planning Guide found at www.engr.psu.edu/BIM/PxP

LEVEL ONE PROCESS OVERVIEW MAP: ATTACHMENT 1

LEVEL TWO DETAILED PROCESS MAP: ATTACHMENT 2

SECTION F: BIM INFORMATION EXCHANGE WORKSHEET

Model elements by discipline, level of detail, and any specific attributes important to the project are documented using information exchange worksheet. Reference Chapter Four: Defining the Requirements for Information Exchanges in the BIM Project Execution Planning Guide for details on completing this template. Submittal of these worksheets to USACE IS CURRENTLY NOT REQUIRED, however, it is suggested that the Contractor review and apply these worksheets with their Project Team.

1. LIST OF INFORMATION EXCHANGE WORKSHEET(S): ATTACHMENT 3

(The following are examples. Modify for specific project. Some Information Exchanges may need to be removed, while some information exchanges may need to be added.)

Existing Conditions Modeling Programming Site Analysis Cost Estimation 4D Modeling Design / Progress Reviews Design Authoring Energy Analysis Structural Analysis Lighting Analysis 3D Coordination Site Utilization Planning 3D Control and Planning Record Modeling Maintenance Scheduling Building System Analysis Construction Operations Building Information Exchange (COBie) [Delete unused and add additional information exchange worksheets from list]

SECTION G: MINIMUM MODELING AND DATA REQUIREMENTS

1. MINIMUM MODELING MATRIX (M3): ATTACHMENT 4

Provide an M3 with Column ‘F’ filled to reflect the actual scope of work for the facility and site. Use the Minimum Modeling Matrix (M3) Template located at https://cadbim.usace.army.mil and submit as part of the PxP in Section M, Attachment 4.

Column ‘F’ of the M3 shall represent the actual scope of work and should not be filled out according to Contractor preference. The Contractor shall identify items in Column ‘F’ which are NOT included in the project scope for the facility and site.

2. ELECTIVE MODELING ENHANCEMENTS

List enhancements from minimum modeling requirements as specified in Contract. Note: Enhancements must exceed minimum Contract requirements of the M3. (i.e. using newer release of AEC CAD Standard or IFC Version, modeling all plumbing/HVAC system and not only 1.5” and above,)

ENHANCEMENT JUSTIFICATION

SECTION H: COLLABORATION PROCEDURES

1. COLLABORATION STRATEGY:

Describe how the project team will collaborate in development and execution of modeling for the project. Include items such as electronic communication requirements and procedures, document management, transfer, and updating, and record storage, etc.

2. COLLABORATION ACTIVITIES:

The following are examples of activities that should be considered.

ACTIVITY TYPE

REQUIRED PER

CONTRACT

PROJECT

STAGE

FREQUENCY PARTICIPANTS LOCATION

BIM REQUIREMENTS

KICK-OFF

YES ONCE

w/ USACE

DISTRICT BIM

MANAGER

WEB MEETING

OR AGREED

LOCATION

BIM EXECUTION PLAN

DEMONSTRATION

YES ONCE

w/ USACE

DISTRICT BIM

MANAGER

WEB MEETING

OR AGREED

LOCATION

DESIGN COORDINATION YES

OVER-THE-SHOULDER

PROGRESS REVIEWS

YES w/ AGENT

[ANY OTHER BIM

ACTIVITY THAT OCCURS

WITH MULTIPLE

PARTIES]

SECTION I: QUALITY CONTROL

1. OVERALL STRATEGY FOR QUALITY CONTROL

Describe the strategy to control the quality of the model.

2. QUALITY CONTROL CHECKS

The following checks should be performed to assure quality.

CHECKS DEFINITION

RESPONSIBLE

PARTY

SOFTWARE

PROGRAM(S)

FREQUENCY

VISUAL CHECK

Ensure there are no unintended model components and the design intent has been followed

AT EVERY

SUBMITTAL

INTERFERENCE

CHECK

Detect problems in the model where two building components are clashing including soft and hard

STANDARDS

CHECK

Ensure that the BIM and AEC CADD Standard have been followed (fonts, dimensions, line styles, levels/layers, etc)

MODEL

INTEGRITY

CHECKS

Describe the QC validation process used to ensure that the Project Facility Data set has no undefined, incorrectly defined or duplicated elements and the reporting process on non-compliant elements and corrective action plans

VERSION

UPDATING

CHECK

Ensuring that all users are using the agreed upon version of the software and the method by which changing software version is completed

REVISION

AUTHORITY

CHECK

Describe the method by which all users will be given access and extent of revision authority to versions of the model as updated.

SECTION J: TECHNOLOGICAL INFRASTRUCTURE NEEDS

1. SOFTWARE:

List software used to deliver BIM. Remove BIM Use and software that is not applicable. Describe procedure for changing the software version during project execution.

BIM USE USER SOFTWARE VERSION

DESIGN AUTHORING ARCHITECTURAL XYZ DESIGN APPLICATION

DESIGN AUTHORING STRUCTURAL XYZ DESIGN APPLICATION

DESIGN AUTHORING MECHANICAL XYZ DESIGN APPLICATION

DESIGN AUTHORING ELECTRICAL/TELECOM XYZ DESIGN APPLICATION

DESIGN AUTHORING PLUMBING XYZ DESIGN APPLICATION

DESIGN AUTHORING FIRE PROTECTION XYZ DESIGN APPLICATION

DESIGN AUTHORING CIVIL XYZ DESIGN APPLICATION

DESIGN AUTHORING

ANTI-TERRORISM

FORCE PROTECTION

XYZ DESIGN APPLICATION

DESIGN AUTHORING INTERIOR XYZ DESIGN APPLICATION

SCHEDULING (4D)

SCHEDULING (4D) MODELING

SOFTWARE

COST ESTIMATION (5D)

COST ESTIMATION (5D)

MODELING

MODELING SOFTWARE

SITE UTILIZATION

PLANNING

SITE UTILIZATION PLANNING

CONSTRUCTION SYSTEM

DESIGN

CONSTRUCTION SYSTEM

DESIGN SOFTWARE

DIGITAL FABRICATION

DIGITAL FABRICATION

3D CONTROL AND

PLANNING

3D CONTROL AND PLANNING

3D COORDINATION 3D COORDINATION SOFTWARE

DESIGN REVIEWS DESIGN REVIEWS SOFTWARE

STRUCTURAL ANALYSIS

STRUCTURAL ANALYSIS

LIGHTING ANALYSIS

LIGHTING ANALYSIS

ENERGY ANALYSIS

ENERGY ANALYSIS

SUSTAINABILITY

EVALUATION

SUSTAINABILITY EVALUATION

CODE VALIDATION CODE VALIDATION

PROGRAMMING PROGRAMMING

SITE ANALYSIS SITE ANALYSIS

2. BIM AND CAD STANDARDS:

Identify items such as the BIM and CAD graphical, naming, and protocol standards, BIM Workspace version, and the version of IFC, etc.

STANDARD VERSION

BIM Workspace: [USACE BENTLEY BIM 09Q4a

(XM)]; [USACE BENTLEY BIM

09Q4b (V8i)]; [USACE REVIT

2012 TEMPLATE V1.1]

CAD Standard: AEC CAD Standard 6.0

IFC: [IFC2x3]

COBie (as applicable): [COBie 2.26]

SECTION K: MODEL ORGANIZATION

1. FILE NAMING STANDARD:

List examples of file names by discipline.

2. MODEL STRUCTURE:

Describe and diagram how the Model is divided up. For example, by building, by floors, by zone, by areas, and/or discipline.

3. MEASUREMENT AND COORDINATE SYSTEMS:

Describe the measurement system (Imperial or Metric) and coordinate system (geo-referenced) used.

SECTION L: PROJECT DELIVERABLES

In this section, list the BIM deliverables for the project and the format in which the information will be delivered. REFERENCE

SECTION 3 OF ATTACHMENT F FOR REQUIREMENTS

BIM SUBMITTAL ITEM STAGE FORMAT NOTES

The Model, Facility/Site Data, Workspace in the native format (3.1.3.1)

ALL

CAD files in the native format (3.1.3.1) ALL

QA/QC reports – Model Standards Check Report (2.4.1)

ALL

QA/QC reports – CAD Standards Check Report (2.4.2)

ALL

QA/QC reports - Other Parameters (2.4.3) ALL

QA/QC reports - Visual Check Report (2.5.1) ALL

QA/QC reports - Interference Management Checks (2.5.2)

ALL

IFC Coordination View (3.1.3.4) ALL

QA/QC reports - Other Design QA/QC Reports (2.4.4)

ALL

Interactive Review Format (Bentley Navigator, Autodesk Navisworks, Adobe 3D PDF 7.0 (or later), Google Earth KMZ, etc) (3.1.3.2)

ALL

List of all submitted files (Excel spreadsheet preferred) (3.1.3.3)

ALL

[Other BIM Deliverables] ALL

SECTION M: ATTACHMENTS

1. LEVEL 1 PROCESS OVERVIEW MAP [FROM SECTION E]

2. LEVEL 2 DETAILED BIM USE PROCESS MAP(S) [FROM SECTION E]

3. INFORMATION EXCHANGE REQUIREMENT WORKSHEET(S) [FROM SECTION F]

4. MINIMUM MODELING AND DATA REQUIREMENTS (M3) [FROM SECTION G]

5. FILE NAMING STANDARD [FROM SECTION L]

6. OTHER [AS APPLICABLE]

Minimum Modeling Matrix (M3) Document Release: 20120913

GENERAL INSTRUCTIONS

1. Modify Column F on Tab "03. Scope‐LOD‐Grade" to indicate the Elements included in the Project scope.

2. Filters are available to sort and limit column data in the table.

3. Discipline and Notes columns available as a convenience and are not a contractual requirement.

4. Bi‐directional hyperlinks are available in column headers, Element IDs and Modeling Requirements.

12/18/2015 12:49 PM Page 1 of 17 Tab 01. Instructions

DEFINITIONS

LEVEL OF DEVELOPMENT DEFINITIONS (ACCURACY)

LOD Definition

Refer to the specific child element for appropriate LOD. (Used for categories that have multiple sub‐elements for which varying LOD apply.)

Model Elements indicative of area, height, volume, location, and orientation may be modeled in three dimensions or represented by other data. (i.e., a pump would be a cube)

Model Elements are modeled as generalized systems or assemblies with approximate quantities, size, shape, location, and orientation. Non‐geometric information may also be attached to Model Elements. (i.e., a pump would be a generic pump of approximate size.)

Model Elements are modeled as specific assemblies accurate in terms of quantity, size, shape, location, and orientation. Non‐geometric information may also be attached to Model

Elements. Accurate to the degree dimensioned or indicated on contract documents. (i.e., a pump would be a generic pump of accurate size complete with connections and clearances for a complete system.)

Within each Level of Development, there is the potential to represent information in various formats. In practice it has been proven that there are certain elements for which there is a greater benefit in providing

The following LOD descriptions identify the specific element requirements for each Model Element.

ELEMENT GRADE DEFINITIONS (FORMAT)

Grade Description A 3D + Facility Data

B 2D + Facility Data

C 2D Only (Drafting, linework, text, and or part of an assembly)

+ Original Grade (A, B, or C) adjusted for contract changes and field conditions.

‐ Not included in or tied to the model (however is still required in the deliverable)

Refer to the specific child element for appropriate Grade. (Used for categories that have multiple sub‐ elements for which varying Grades apply.)

practice, it has been proven that there are certain elements for which there is a greater benefit in providing

3‐dimensional representation, while in others drafting or representation in the form of narratives is sufficient for a particular deliverable.

12/18/2015 12:49 PM Page 2 of 17 Tab 01. Instructions

Frequently Asked Questions

1. Question: This seems like a lot of work. Why does the Corps need this?

Answer: The previous narrative method of Section 4 left too much up to interpretation. Submittals were not consistent. M3 does not require more modeling work than what was required previously and will help ensure clarity in what is asked for and consistency in what is received.

It is also intended to help speed up the review process and also to lay the foundation for future requirements such as COBie, analysis, quantification and more.

2. Question: Does Column H allow me to choose what I want to model or not?

Answer: No. Column H shall reflect items which are in the Facility or Site which are in scope for the

Project. If the scope changes, update the PxP/M3 and resubmit for approval.

3. Question: I have an existing project which doesn't use M3. If we get approval and document it in the

PxP can we use it?

Answer: Yes. Please make sure to coordinate with the USACE Project Manager, USACE Geographic BIM

Manager and resubmit the updated PxP/M3 for formal approval.

4. Question: Who do I contact for questions?

Answer: For Project‐specific issues, please contact your USACE Project Manager and USACE

Geographic BIM Manager. For general questions about the contract language, PxP, or M3, please contact Steve Hutsell (Steve.Hutsell@usace.army.mil) or Van Woods

(Van.Woods@usace.army.mil).

5. Question: How do I submit a waiver?

Answer: Contact the USACE Project Manager and USACE Geographic BIM Manager.

6. Question: I have a question about where a specific object should be classified (for example, where does interior signage go)?

Answer: For OmniClass questions, see: http://omniclass.org/. For UniFormat questions, see:

www.csinet.org/uniformat. For MasterFormat: www.MasterFormat.com

7. Question: I work for USACE, should I have to use the PxP and M3 for in‐house designed projects?

Answer: Yes

12/18/2015 12:49 PM Page 3 of 17 Tab 01. Instructions

Contributors to the M3:

US Army Corps of Engineers (USACE):

Headquarters

Jason Fairchild CAD/BIM Technology Center

Ed Huell Seattle District

Steve Hutsell Van Woods

Fort Worth District Greg Hall

Southwestern Division Bryon Haney

Architecture/Engineering Firms:

Burgess & Niple

Jason Kornaker CH2M Hill

Rob Cowan Will Love

HDR, Inc.

John Bowen Ron Croke Rachel Riopel Wiley

Jacobs Global Buildings

AGC and Associates:

AGC

Dmitri Alferieff Hurtado, S.C., Counselors at Law

Kim Hurtado

Academia:

The Pennsylvania State University

John Messner Ralph Kreider

For USACE questions about this template please direct any questions to Steve Hutsell (Steve.Hutsell@usace.army.mil) or Van Woods (Van.Woods@usace.army.mil).

Please do not contact any of the other contributors pertaining to this template.

Special recognition is given to HDR, Inc. for contributing the initial data structure and content utilized in M3.

Shawn Foster Charles Wood

Mason & Hanger Eric Baker

SSOE

Lauren Collier

General Contractors:

Balfour Beatty

Kurt Maldovan M.A. Mortenson Co.

Mitch Cornelius Steve Knighton Luke Koch

McCarthy Construction Connor Christian John Grady

Senovva Adam Lega

Sundt Construction Dan Russell

The Walsh Group Andrew Senderak Weston Tanner

12/18/2015 12:49 PM Page 4 of 17 Tab 01. Instructions

Credits OmniClass

Copyright © 2012 OCCS Development Committee Secretariat

Table 21 Pre-Consensus Approved Draft 2011-02-11 http://omniclass.org/

UniFormat

MasterFormat

MasterFormat ™ is produced jointly by the Construction Specifications Institute (CSI) and Construction Specifications Canada (CSC). U.S. copyright is held by CSI and Canadian copyright by CSC. All Rights Reserved. For more information on MasterFormat , visit www.MasterFormat.com.

UniFormat ™ is produced jointly by the Construction Specifications Institute (CSI) and Construction Specifications Canada (CSC). U.S. copyright is held by CSI and Canadian copyright by CSC. All Rights Reserved. For more information on UniFormat , visit www.csinet.org/uniformat.

12/18/2015 12:49 PM Page 5 of 17 Tab 01. Instructions

Document Release: 20120913

Level 01/02 Modeling Requirements

Level 1 A Substructure:

All Substructure elements, with necessary intelligence to produce plans, sections, elevations and schedules; including a depiction of expansion/construction joints.

Level 2 A40 Slabs‐On‐Grade:

Slabs‐On‐Grade shall be depicted with all necessary recesses, curbs, pads, slopes, closure pours, and major penetrations depicted. Slabs shall be developed in the

Structural Model and then referenced by the Architectural Model.

Level 1 B Shell:

All Shell elements, with necessary intelligence to produce plans, sections elevations, and schedules; including a depiction of expansion/construction joints.

Level 2 B10 Superstructure:

All columns, primary and secondary framing members, and bracing for the roof and floor systems (including decks), including all necessary intelligence to produce structural framing plans, related building/wall sections, and schedules. Floor Decks and Slabs for S perstr ct re shall be de eloped in the Str ct ral Model and thenand Slabs for Superstructure shall be developed in the Structural Model and then referenced by the Architectural Model.

Level 2 B20 Exterior Vertical Enclosures:

Exterior Vertical Enclosures shall be depicted to the exact height, length, width and ratings (thermal, acoustic, fire) to properly reflect element types. Exterior Windows, Doors and Grilles, Louvers and Vents, Hardware Sets using BHMA designations and

Wall Appurtenances shall be depicted to represent their actual size, type and location with the necessary intelligence to produce schedules.

Level 1 C Interiors:

The Interiors Model may vary in level of detail for individual elements, All Interior elements shall be depicted exact height, length, width and ratings (thermal, acoustic, fire) to properly reflect element types, with necessary intelligence to produce plans, sections and elevations; including an depiction of expansion/construction joints.

Level 2 C10 Interior Windows, Doors, Louvers and Vents, Interior Specialties:

Interior Finishes shall be included in the Facility Data of the host element with the necessary intelligence to produce schedules where applicable. Interior Windows, Doors and Grilles, Louvers and Vents, Hardware Sets using BHMA designations and

Wall Appurtenances shall be depicted to represent their actual size, type and location with the necessary intelligence to produce schedules.

12/18/2015 12:49 PM Page 6 of 17 Tab 02. Modeling Requirements

Level 2 C20 Interior Finishes:

Interior Finishes shall be included in the Facility Data of the host element with the necessary intelligence to produce schedules.

Level 1 D Services:

All necessary Services elements including all major openings and penetrations, cable trays, cable bundles and pipe grouping (1‐1/2” Ø and larger) shall be depicted with necessary intelligence to produce plans, sections, elevations and schedules where applicable. All clearances and insulation shall be accounted for in the model for use in interference management and maintenance access requirements. Nonpermanent items are not required to be modeled or contain facility data.

Level 2 D20 Plumbing:

All Plumbing Elements including plumbing piping and fixture layouts, floor and area drains, and related equipment, including necessary intelligence to produce riser diagrams, and schedules where applicable. Small diameter (less than 1‐1/2” NPS) field‐routed piping is not required to be depicted in the Model. All gravity and insulated piping shall be modeled.

Level 2 D30 Heating, Ventilation, and Air Conditioning HVAC:

All Heating, Ventilation, and Air Conditioning (HVAC) elements including piping, fixture layouts and related equipment with necessary intelligence to produce riser diagrams, and schedules where applicable. Small diameter (less than 1‐1/2” NPS) field‐routed piping is not required to be depicted in the Model. All gravity and insulated piping shall be modeled.

Level 2 D40 Fire Protection:

All Fire Protection elements including all piping valves and seismic bracing shall beAll Fire Protection elements including all piping, valves, and seismic bracing shall be modeled with necessary intelligence to produce plans, elevations, building/wall sections, riser diagrams, and schedules where applicable.

Level 2 D50 Electrical:

All Electrical elements including conduit, fixture layouts and related equipment

(including power for systems furniture) with necessary intelligence to produce schedules where applicable. Small diameter (less than 1‐1/2” Ø) field‐routed conduit is not required to be depicted in the Model.

Level 2 D60 Communications:

All existing and new Communications elements, both above ground and underground, with necessary intelligence to produce schedules where applicable.

Small diameter (less than 1‐1/2” Ø) field‐routed conduit is not required to be depicted in the Model.

Level 2 D70 Electronic Safety and Security:

All Electronic Safety and Security elements with necessary intelligence to produce schedules. Small diameter (less than 1‐1/2” Ø) field‐routed conduit is not required to be depicted in the Model.

Level 2 D80 Integrated Automation:

All Integrated Automation elements with necessary intelligence to produce schedules. Small diameter (less than 1‐1/2” Ø) field‐routed conduit is not required to be depicted in the Model.

12/18/2015 12:49 PM Page 7 of 17 Tab 02. Modeling Requirements

Level 1 E Equipment and Furnishings:

All Equipment and Furnishings elements shall be depicted with necessary intelligence to produce plans, sections, elevations and schedules, indicating the configuration, materials, finishes, mechanical, and electrical requirements.

Representation of Movable Equipment and Furnishing elements shall be 2D with

Facility Data. Contractor shall provide a minimal number of 3D representations as examples. Examples of Movable Equipment and Furnishings include, but are not limited to, desks, desktop printer, desktop computer, furniture systems, seating, tables, and office storage.

Level 2 E10 Equipment:

Equipment that make use of electrical, data or other features shall include the necessary intelligence to produce coordinated documents, data, and schedules where applicable.

Level 2 E20 Furnishings:

Fixed Furnishings that make use of electrical, data or other features shall include the necessary intelligence to produce coordinated documents, data, and schedules where applicable.

Level 1 F Special Construction and Demolition:

All Special Construction and Demolition elements shall be depicted with necessary intelligence to produce plans, sections and elevations.

Level 1 G Sitework:

All Sitework (DTM) elements shall be depicted with necessary intelligence to produce Project site, topographical plans, cross sections and profiles. All clearances shall be accounted for in the model for use in interference management and maintenance access requirementsmaintenance access requirements.

Level 2 G30 Liquid and Gas Site Utilities:

All Liquid and Gas Site Utilities elements with necessary intelligence to produce schedules where applicable. Small diameter (less than 1‐1/2” Ø) field‐routed piping and conduit is not required to be depicted in the Model.

Level 2 G40 Electrical Site Improvements:

All Electrical Site Improvements including all lighting fixtures, relevant existing and proposed support utility lines and equipment with necessary intelligence to produce details and schedules where applicable.

12/18/2015 12:49 PM Page 8 of 17 Tab 02. Modeling Requirements

Document Release: 20120913 DESIGN

MODEL

(CONSTRUCTION

DOCUMENTS)

RECORD

MODEL

(AS‐BUILTS)

Level Element ID

OmniClass

ID

UniFormat

ID MasterFormat ID

Included in Facility or Site?

(change to NO if NOT part of project scope)

LOD

GRADE

(CD)

GRADE

(AB)

Primary Discipline

(This will allow design team to identify discipline specific areas of content) Notes

Level 1 SUBSTRUCTURE 21‐01 00 00 A Yes ● ● ● Structural

Level 2 Foundations 21‐01 10 A10 Yes ● ● ● Structural

L l 3 St d d F d ti 21 01 10 A1010 Y St t l

FOR AGENCY OR CONTRACTOR INTERNAL USE.

NOT A CONTRACTUAL REQUIREMENT.

Level 3 Standard Foundations 21‐01 10 A1010 Yes ● ● ● Structural

Level 4 Wall Foundations 21‐01 10 10 A1010.10 Yes 300 A A+ Structural

Level 4 Column Foundations 21‐01 10 10 10 A1010.30 Yes 300 A A+ Structural

Level 4 Standard Foundation Supplementary Components 21‐01 10 10 30 A1010.90 Yes 200 C C+ Structural

Level 3 Special Foundations 21‐01 10 20 A1020 31 60 00 Yes ● ● ● Structural

Level 4 Driven Piles 21‐01 10 20 10 A1020.10 31 62 00 Yes 300 A A+ Structural

Level 4 Bored Piles 21‐01 10 20 15 A1020.15 31 63 00 Yes 300 A A+ Structural

Level 4 Caissons 21‐01 10 20 20 A1020.20 31 64 00 Yes 300 A A+ Structural

Level 4 Special Foundation Walls 21‐01 10 20 30 A1020.30 31 66 16 Yes 300 A A+ Structural

Level 4 Foundation Anchors 21‐01…