USAF Built Infrastructure Inventory and Assessments Manual

Similar documents
Subject: Lucretia Mott School No. 3 Rehabilitation. Figure 1 Figure 2 Figure 3

STEP UP TO SAFETY. Course #: NYS05B 1 AIA HSW CE Hour

Property Condition Assessment

STATE PREFERENTIAL PROPERTY TAX ASSESSMENT PROGRAM

PRESCRIPTIVE COMPLIANCE METHOD

Request for Proposal: City of Claremont Parking Garage Evaluation & Maintenance Program

HOUSE REPAIRS & RENOVATIONS BUILDING PERMIT REQUIREMENTS

RAPID STRUCTURAL ASSESSMENT REPORT

AMERICAN SOCIETY OF HOME INSPECTORS AUXILIARY STANDARD OF PROFESSIONAL PRACTICE FOR RESIDENTIAL DECK INSPECTIONS DRAFT

Appendix 3 Treads. design elements

The following specification refers to the Stepstone, Inc. product known as: Steptreads

Connaught. Facility Audit report for: Connaught Regina, SK. Report Created: Page 1 of 20

Aluminum Component Pipe Railings

Project Findings: Appendix 2

STRUCTURAL CONDITION ASSESSMENT

The Town will coordinate with the adjacent property Owner for access allowing work to the East side of the building.

HOT SPRINGS FIRE DEPARTMENT EVALUATION OF DOWNTOWN LEGACY STRUCTURES Savoy Hotel Thompson Building Dugan Stewart Building May 16, 2012

DeKalb County School District/Stadiums Avondale Stadium Final School Assessment Report May 20, 2016

Toronto Community Housing Executive Summary 2016/2017. BCA Report. Sample House High FCI

CITY OF TYLER HISTORICAL PRESERVATION BOARD CERTIFICATE OF APPROPRIATENESS APPLICATION (Unified Development Code Article XI, Division B)

Building Construction Occupations

SECTION MOISTURE RESISTANT/WATER-PROOF FLOORING ADHESIVE FOR CONCRETE SLABS

Historic Preservation DESIGN GUIDELINES

FACT SHEET #2 DECK INFORMATION

QUEEN ALEXANDRA COMMUNITY CENTRE

Direct Service Done Right. Stair Treads + Nosings Catalog

FACILITY INVENTORY: GET WHAT YOU ASK FOR by William Faesenmeier

SECTION High Performance Coatings Field Applied Acrylic Urethanes (Solid Color, Pearl and Metallic Finishes)

Masonry Study. Club House and Jr. Club House Pequot Yacht Club Southport, Connecticut 03-44

MECHANICAL SYSTEM REPLACEMENT BROWN COUNTY COURTHOUSE 200 EAST COURT STREET MOUNT STERLING, ILLINOIS 62353

LECKIE ELEMENTARY SCHOOL

OVERVIEW. 500 South. Trolley Square. 600 South. Approximate location of proposed staircase and doorway

Fire Inspection and Code Enforcement, 7 th Edition. Chapter 6 Building Construction: Components Inspector II

CTE - CIP Course Details Catalog

Theoretical Condition Indices

INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)

CITY OF CRANSTON RESIDENTIAL PERMIT PROCEDURE BASEMENT RENOVATION

LINCOLN COUNTY REQUIRED INSPECTIONS (Last updated August 23, 2017)

ARCHITECTURAL EXPANSION JOINT PRE-INSTALLATION INSPECTION

SIDEWALK & RAILING REPLACEMENT BOARD OF ED BUILDING

ARCHITECTURAL GUIDE SPECIFICATIONS - DESCRIPTIVE

MODERNFOLD GWS 100SR-G MOVEABLE GLASS WALLS

October 26, 2017 Ref.: Newfoundland & Labrador English School District 95 Elizabeth Avenue St. John s, NL A1B 1R6

Structural Inspection

Material Report - [Trade Contractors] for plan: [E:\SoftPlan14\Projects\Sample Drawings.spf\2-Storey sqft.spf] Page 1 of 5

SECTION ENTRANCE FLOOR GRILLES STAINLESS STEEL GRATING

Insulation Inspection Procedures. Inspection Requirement? Insulation Inspection Procedures. Assessment: Grade I. Boundary condition for Grade I

DIVISION 9 FINISHES. This Article on Codes, Regulation and Standards shall apply to all Divisions of the Building Standards

Outdoor Improvements Fiberglass Steps

Table of Contents. List of Drawings

KOSTER AMERICAN CORPORATION

Administrative Changes

WOOD FLOORING WOOD FLOORING

University of Texas. Austin, TX. TAS Variance Application Guidelines For Qualifying Historic Structures

Product Guide Specification

The parking lot is in varying condition depending upon location. The vehicular and pedestrian traffic flow is generally good.

TOWNSHIP OF LOGAN 125 MAIN STREET, PO BOX 314 BRIDGEPORT, NJ FAX

UNIFIED FACILITIES GUIDE SPECIFICATIONS ************************************************************************** SECTION TABLE OF CONTENTS

Division 09 FINISHES TABLE OF CONTENTS

Building Inspection Report

DESIGNATED PROPERTY GRANT GUIDELINES

RIVERS EDGE CONDOMINIUM ASSOCIATION MAINTENANCE RESPONSIBILITIES

Mezza stow. The high quality mezzanine flooring system.

SECTION SLOPED TRANSLUCENT METAL SKYLIGHT SYSTEM

SPECIFICATIONS: Architectural Aluminum Railings

LOGAN SCHOOL SCHOOL WITHOUT WALLS AT LOGAN

APPENDIX 6 (not yet reviewed by UCCS) STRUCTURAL ANALYSIS/VIBRATION CRITERIA

A Best Practice for the Implementation of a Pavement Management System For Small and Medium Airports

Structural Assessment Live Fire Training Building. FSCJ South Campus Jacksonville, Florida. Florida State College at Jacksonville

Narrow Modular Pavers (NMP) for Sand-Set Installations

Hardware. A. PRODUCT DATA: Submit manufacturer's technical information for each item of hardware.

Questions and Answers about Madison Crescent and Noise Issues

for Mortar-Set Concrete Tiling Installations

PRELIMINARY STRUCTURAL INVESTIGATION REPORT

INDUSTRIAL GUARDRAIL SYSTEMS

Completed. Project. Melbourne High School. Comprehensive Additions and Renovations

Product Selection Guide

BUILDING INTEGRITY SUMMARY REPORT

1. Section Steel Doors and Frames. 2. Section Flush Wood Doors 3. Section Aluminum Storefront Doors.

Technical data sheet Number 04 / updated November 2008

NORTHWESTERN UNIVERSITY PROJECT NAME JOB # ISSUED: 03/29/2017

ORDINANCE. APPROVED EMERGENCY: (Yes) (No) VETOED: Date

SPACE TYPE: OUTSIDE PARKING (STRUCTURE)

CONSTRUCTION TECHNOLOGY UPDATE

Project Findings: Appendix 2

Plan Check No. Checked by: An Appointment Is Required for Verification

TILE TILE

City of Port Huron Michigan. Historic District Guidelines and Application

LASALLE - BACKUS EDUCATION CAMPUS

BUILDING PERMIT APPLICATION PACKAGE

WILKINSON ELEMENTARY SCHOOL

Subject Index. STP1258-EB/Mar. 1996

Flooring Contractor QA/QC Plan Sample Selected pages (not a complete plan)

CHRYSLER LLC MANUFACTURING TECHNICAL INSTRUCTIONS SAFETY. Subject: Guidelines for Pedestrian Safety Aisle, Dock and Storage Area Identification

Applying the Building Code During Design

SECTION LAGUNA SERIES TOP HUNG SLIDING DOOR SYSTEM

Letter of Intent 1026 Sherman Ave

Mothball Plan And Existing Conditions Survey For Fort Ord, East Garrison Monterey, California

Narrow Modular Pavers (NMP) for Mortar-Set Concrete Tiling Installations

Transcription:

USAF Built Infrastructure Inventory and Assessments Manual Appendix for Staircases (C20) JULY 2017 This document includes information that shall not be disclosed outside the Government and shall not be duplicated, used or disclosed in whole or in part for any other purpose than the United States Air Force Built Infrastructure Assessment Program.

Table of Contents I. Overview... 3 A. C20 Staircases Description... 3 1. UNIFORMAT II definition... 3 2. Major component... 3 3. Lifecycle characteristics... 3 II. Inventory...3 A. General C20 Inventory Guidance... 3 B. Inventory C2010 Staircase Component Sections... 4 III. Assessment... 8 A. General C2010 Assessment Guidance... 8 B. Assessment C2010 Staircases... 10 IV. Inventory and Assessment Rules of Thumb... 11 A. Assessor Qualifications... 11 B. Year Installed... 11 C. Inventory/Assessment... 11 V. Inventory / Assessment Data Collection Sheets... 11 2 P a g e

I. Overview This manual covers the inventory and assessment process for the building Staircases (C20) system and components. Please see the SMS Playbook Manual for additional information including: BUILDER TM Sustainment Management System Concepts Overview of ASTM E 1557 UNIFORMAT II Standard Classification for BUILDER TM BUILDER TM Inventory Overview BUILDER TM Assessment Overview BUILDER TM Remote Entry Database (BRED TM ) Working with Web Based BUILDER TM Quality Assurance Site Visit Preparation and Execution Site Visit Safety A. C20 Staircases Description 1. UNIFORMAT II definition Staircases allow access and egress to/from multi- level facilities including from the ground level down to a basement or up to the 1 st floor level. Full operability of stairs is important to minimize potential of mishaps and injuries. This is especially important for stairs providing emergency egress from the building. 2. Major component Staircase (C2010) allows access and egress to/from multi- level facilities including from the ground level down to a basement or up to the 1 st floor level. Materials primarily include concrete, masonry, metal and wood. Component types include Full Set, Half Set and Steps. The C20 system includes both interior and exterior staircases. 3. Lifecycle characteristics Staircases are classified as long lived building components falling into two service life categories, 67 Year and 130 Year. Exterior masonry, metal and wood stairs and interior wood stairs fall into the 67 Year category. Exterior and interior concrete and interior metal stairs fall into the 130 Year category. Exterior masonry, wood and metal and interior wood stair components show slow rates of deterioration initially but can accelerate with age if minor distresses are not corrected. II. Inventory 3 P a g e A. General C20 Inventory Guidance This section presents common UNIFORMAT II C20 Staircase inventory component sections found across USAF installations as a guide for entering into the BUILDER TM SMS or BRED TM software. Inventory items are arranged by BUILDER TM SMS system with Material Category, Component Subtype, Quantity and Inventory Notes. Each building s full or partial inventory can be captured in the field using the Inventory/Assessment Data Collection Sheet(s) included in Section V and the AFCEC BUILDER TM SharePoint Site Documents Library. NOTE: Currently, there are no minimum components inventoried and assessed for BUILDER TM SMS inventory for C20 for the USAF. Bases may elect to inventory and assess stairs components. Inventory and

assessment is required by the current AFCAMP Playbook as project support documentation for consideration in the project prioritization process. Component Subtypes General, Other, and Unknown require a Section Name to further describe the Component Sections. It is critical to confirm the year installed (default from Real Property Assets Database (RPAD)) or estimate the year installed. BUILDER TM SMS uses the Install Date, life cycle degradation curves and assessment observations to establish Condition Indices (CI) for each Component Section. If the assessor suspects the RPAD default date is not accurate or an addition or renovation has taken place, check the RPAD record for year renovated or check local as built or renovation drawings to help determine the year installed. Estimated Install Dates decrease the Expected Service Life significantly. If this is an initial assessment and no staircase inventory has previously been entered into BUILDER TM SMS, an inventory is required. Staircase components inventoried for USAF buildings are usually accessible and visible. When staircase components are not visible, as built drawings should be used to identify and quantify the staircase components. If as built drawings are not available, the assessor may use experience to make an assumption for the staircase types and quantities based on similar construction, consultation with local staff and other resources such as www.inspectapedia.com. The remainder of this section provides photo examples of the most common USAF interior construction inventory items categorized by major components and accompanied with the appropriate Material Category, Component Subtype and Quantity from the BRED TM drop down menus. This information is supplemented with general and photo specific inventory hints as a guide for data entry by the assessor. Staircases C10 Inventory Hints Inventory Comments should be recorded to clarify inventory component description if Section Name is insufficient. Full sets extend from one floor to another and may have an intermediate landing. Half sets may be on exterior of building at the entrance or dock areas or may go to a mezzanine or other intermediate location between floors. Staircase should be captured by the staircase frame materials, not by the step or tread materials B. Inventory C2010 Staircase Component Sections Staircase Component Sections for the USAF are inventoried by Component Subtype as interior or exterior stairs, construction material and risers in flight. 4 P a g e

1. Material Category: C201001 Interior and Exterior Component Subtype: Exterior Concrete (24 Riser Flight) Quantity: FLT Year Built/Renewed: RPAD Painted/Coated: Yes/No Full set is from 1st floor to another floor level and may have an intermediate landing Other materials may include metal, wood, or masonry 2. Material Category: C201001 Interior and Exterior Component Subtype: Exterior Concrete (12 Riser Flight) Quantity: FLT Year Built/Renewed: RPAD Painted/Coated: No Half set and Steps are captured the same,as noted at end of component types as 12 risers or steps 3. Material Category: C201001 Interior and Exterior Component Subtype: Interior Concrete (24 Riser Flight) Quantity: FLT Year Built/Renewed: RPAD Painted/Coated: Yes/No Concrete Stair/Steps may be painted or have non-slip strips Concrete Stair/Steps may be finished with Carpet, Epoxy or Rubber 5 P a g e

4. Material Category: C201001 Interior and Exterior Component Subtype: Exterior Steps Quantity: FLT Painted/Coated: No Year Built/Renewed: RPAD Masonry includes brick, concrete block or concrete masonry units Section Name: Ext -Brick_ 12 Risers 5. Material Category: C201001 Interior and Exterior Component Subtype: Interior Steps Quantity: FLT Painted/Coated: No Year Built/Renewed: RPAD Section Name: Int -Masonry_24 Risers 6. Material Category: C201001 Interior and Exterior Component Subtype: Exterior _ Metal (24 Riser Flight) Quantity: FLT Year Built/Renewed: RPAD Painted/Coated: Yes/No Includes all metal, open grate, and steel stairs with concrete filled steps 7. Material Category: C201001 Interior and Exterior Component Subtype: Exterior Quantity: FLT Year Built/Renewed: EST Painted/Coated: Yes/No Section Name: Ext -Metal_6 Risers 6 P a g e

8. Material Category: C201001 Interior and Exterior Component Subtype: Interior Metal (24 Riser Flight) Quantity: FLT Year Built/Renewed: RPAD Painted/Coated: Yes/No Metal Stair/Steps may have different step inserts such as Concrete or Metal grates Metal Stair/Steps may have finishes such as Carpet, Rubber 9. Material Category: C201001 Interior and Exterior Component Subtype: Interior Wood (24 Riser Flight) Quantity: FLT Year Built/Renewed: RPAD Painted/Coated: Yes Wood /Steps may be painted with non - slip strips applied 10. Material Category: C201001 Interior and Exterior Component Subtype: Exterior Steps Quantity: FLT Year Built/Renewed: RPAD Painted/Coated: Yes Finish is normally clear varnish or paint /Steps may have non slip strips applied Section Name: Ext -Wood Risers 7 P a g e

11. Material Category: C201001 Interior and Exterior Component Subtype: Exterior Steps (24 Riser Flight) Quantity: FLT Year Built/Renewed: RPAD Painted/Coated: Yes Finish is normally clear varnish or paint Treads may be Concrete, Wood or metal III. Assessment A. General C2010 Assessment Guidance Staircase Component Sections are assessed using Direct Condition Rating (DCR). Usually staircase components will be visible and accessible. When component sections are not visible, no assessment is required and an Age-Based Rating is given by BUILDER TM SMS. In this case, BUILDER TM SMS will use the inventory Year Installed and life cycle degradation curves in the software to establish the CI. When staircase component sections are visible and accessible, they should be assessed. Under no circumstances should age be factored into a DCR or Distress Survey assessment. Ratings are based on condition, operability and/or survivability only. BUILDER TM SMS already factors in the age from the Install Date when BUILDER TM SMS calculates condition. The following conditions or events can accelerate staircase deterioration and should be considered by the assessor: Neglected maintenance including improper drainage Improper construction or installation Damage or Corrosion Foundation settlement Cracking The assessor may observe conditions in the visible staircase construction. If observed the assessor must consider the severity and density of these conditions and use judgment to determine a DCR using the DCR chart below. The assessor must provide an Inspection Comment for any Amber+ or lower DCR or BUILDER TM SMS calculated Distress Survey Rating. Photographs documenting the defects must be taken and attached to the assessment. NOTE: Red highlighted text is provided as an example of a life cycle of a typical components and should be adjusted as needed to represent other various components. 8 P a g e

Direct Condition Rating (DCR) Definitions Rating Green (+) Green Green ( ) Amber (+) Amber Amber ( ) Red (+) Red Red ( ) Observation Fully Operational - Free of Known or Observable Defects Keep doing PM required to maintain warranty -no action required Fully Operational - Slight Deterioration or Minimal wear Keep doing PM - no action required Fully Operational Normal wear and/or serviceability defects Keep doing PM - need to start planning for rehabilitation Reduced Operation Minor wear and/or serviceability defects Repairs could be accomplished and replacement planned within next eight to ten years (Investment of resources could extend life) Reduced Operation Moderate wear and/or serviceability defects Repairs could be accomplished and replacement planned within next six to seven years (Investment of resources could extend life) Reduced Operation Significant wear and/or serviceability defects Repairs could be accomplished and replacement planned within next three to five years (Investment of resources could extend life) Loss of Operation Moderate wear and/or serviceability failure Repairs could be accomplished and replacement planned within next two years (Run to failure - further investment unwise) Loss of Operation Significant wear and/or serviceability failure Repairs could be accomplished and replacement planned within the next year (Run to failure - further investment unwise) Loss of Operation Complete wear and/or serviceability failure Replacement needs to be planned immediately BUILDER TM SMS provides the ability for the assessor to rate component painted or coated surfaces. Some components include manufacturer (or factory) finishes. These finishes tend to age consistent with the components. Other components have local or field applied paints or coatings. The DCR Definitions Coatings chart below should be used by the assessor to rate non manufacturer applied coatings. This chart should be used to rate coatings for: Steel, wood and concrete stairs Metal rails The assessor should match actual coating observations listed in the chart and apply the corresponding rating. Do not forget to check the paint box in BRED TM. 9 P a g e

Rating Green (+) Green Green ( ) Amber (+) Amber Amber ( ) Red (+) Red Red ( ) Direct Condition Rating (DCR) Definitions Coatings Observation Perfect condition. No visible deterioration. Little visible deterioration. Some visible deterioration. Minor visible deterioration. Moderate visible deterioration. Major visible deterioration. Significant visible deterioration. Severe visible deterioration. Complete deterioration. B. Assessment C2010 Staircases Below are assessment hint questions to help the assessor determine the most appropriate DCR and examples of common distresses. C2010 Assessment Hint Questions What distresses or problems are observed? What is the quantity and severity of the distresses? Is the staircase damaged? Will repairs preserve or extend the remaining service life of the stairs? Can they be used safely, even in an emergency? Based on above: Select a DCR from the chart. If assessment rating is Amber + or below, enter an Inspection Comment to describe the reason or for any significant issue. Photographs documenting the defects must be taken an attached to the assessment. Examples of typical staircase distresses and conditions include: 1. Typical Distress: Cracking 2. Typical Distress: Concrete Spalling off Steps due to Alkali in Concrete Mix 10 P a g e

IV. Inventory and Assessment Rules of Thumb A. Assessor Qualifications The assessor should have 5+ years of building construction or maintenance experience in the structural or architectural area or be equivalent to a Journeyman, a V Level Technician, an Architect or a Civil Engineer. The assessor should be able to identify common building staircase construction and material types/elements and have experience is identifying common distresses caused by building problems. B. Year Installed Staircases that are integral to building are typically the same age as building. Some staircases may be replaced as an individual repair or partial replacement. These areas would have a different age. The RPAD construction and renovation dates should be confirmed. If they are not appropriate, the age must be estimated. The building occupants or other facilities staff may be able to provide some information. Additions, new wings or major renovations likely require identifying a separate staircase section with a different age. If the component section appears to have been installed when the building was constructed, check available as built drawings to determine the original construction date. C. Inventory/Assessment Typical Section Names used for C20 include: (1FL, 2FL, N. WING, S. Wing, etc.). Pay special attention to emergency egress stairs and rails for damage. Loose stair treads on egress stairs should result in a lower Rating. Portable or wheeled steps commonly used in warehouses are not assessed. Staircase finishes (carpet, tile, VCT) are captured under C3020 Floor Finishes. The assessor should consider handrail condition in the overall staircase assessment. Handrails are part of the C2010 component and they are not inventoried separately. A detailed assessment comment should be added pertaining to poor stair handrail conditions. V. Inventory/Assessment Data Collection Sheets The following data collection form is included as a recommendation and may also be found in the Tool Box. Many assessors also use floor plans or a notebook. Use whatever collection method works best for the individual assessor. (See Next 2 Pages) 11 P a g e

12 P a g e Architectural Inventory Sheet

13 P a g e Architectural Inventory Sheet