Section I Carpinteria Executive Summary
|
|
- Malcolm Hood
- 6 years ago
- Views:
Transcription
1 Section I Carpinteria Executive Summary In , the Consultant conducted initial facility condition assessment data collection at the County of Santa Barbara, with specific attention to Carpinteria structures and grounds. Carpinteria was initially assessed for deficiencies, and the grounds and each building system were assigned a condition code that reflects the overall usability of the systems. The condition code is based on the reliability of the systems and reflects the first-hand observations of the Consultant and its knowledge of grounds and building systems. The condition codes possess, by nature, a subjective element. The condition codes range from 4.5 ( very good ) to 3.0 ( fair ), with most around 4.0 ( good ). Examination of the County s current funding model shows that the current annual spend of approximately $30,600 for the Carpinteria falls below required levels and is not sustainable. Given current industry-accepted spend rates and modeling scenarios for Carpinteria, the Consultant has suggested an annual spend of 2% to 4% of the current replacement value (CRV) of the County s facilities. Based on the CRV of approximately $1.25 MM, the suggested annual spend should fall between approximately $25,100 and $62,700. The econometric model for Montecito projects a total of $111,100 in deferred maintenance. The Consultant has identified deficiencies that resulted in the generation of some 3 projects totaling $17,600 in probable costs for years These projects have been further prioritized according to their urgency and have been assigned to suggested funding years 1-3, to years 4-6, and to outlying years The identified project work provides the near-term funding projections derived from the econometric model with a degree of granularity. The Consultant s opinions of these probable costs are based on a variety of methods that reflect the complex nature of the County s facilities, the environment of the County of Santa Barbara, and the local market conditions. Standard industry costing references often served as the starting point in developing budgetary estimates, though difficulty of access, compressed project schedules, and the generally high cost of contractor services all informed the final opinion of probable cost. The associated projects are: Pavement Repairs - $16,200 Interior Repair to Health Clinic - $1,300 The Facility Condition Index (FCI) represents a standard means of assessing the relative condition of buildings, systems, and assets among geographically-dispersed sites. The metric is a ratio of the required repairs and project work to the building s current replacement value (CRV). The resulting percentage expresses the deficit (deferred repairs and maintenance) against the building s value. The lower the FCI, the better is the building's condition. The FCI for Carpinteria is approximately 9% for the pavements and structures, which corresponds to fair on the FCI scale. Page 1 of 1 Section I Executive Summary Copyright 2014 Roy Jorgensen Associates, Inc.
2 Audit and Conditions Building Information: Building Name: Gross Square Footage: Construction Date: A01000: Carpinteria Grounds 941 Walnut Ave. Carpinteria, CA 39, Acreage:.9 General: System Element System Description Significant Deficiencies Condition Code SITE Site: Landscaping, irrigation systems, site utilities (i.e., gas mains, water and sewer mains, electrical service), rail spurs, and pavements adjacent to and constructed as part of the facility (i.e., sidewalks, parking lots, access roads) security and site lighting. 4.2 STRUC Structure: Wall and column foundations, superstructure, slabs and floors including pits and covers. Structural mezzanine framing and slabs. Basement walls and dampproofing. EXT Exterior: Non-structural exterior wall construction, steel stud and dryvit, face brick veneer, stone veneer, siding (metal, fiberglass, etc.). Exterior coatings, and sealants, windows, and doors, louvers, grilles, screens, and awnings.
3 System Element System Description Significant Deficiencies Condition Code ROOF Roofing: Insulation, vapor retarders, roof coverings, metal roofing, roof openings, skylights, gutters, and flashing. MECH Mechanical Systems: Heat, ventilating and air conditioning systems including controls; solar energy equipment, exhaust fans, or other mechanical equipment associated with indoor air quality. ELEC Electrical Service & Equipment: Electrical service and distribution equipment, lighting and branch wiring, communications and security equipment, and other electrical equipment and service. PLUMB Plumbing Systems: Water and sewer systems, including pumps and plumbing fixtures, fire protection piping and pumps, process piping systems (natural gas, compressed air, chilled water, medical gases, etc.). CONV Conveyance Systems: Elevators, escalators, cranes, hoists, wheelchair, dumbwaiter, turntable, or other lifting mechanisms. INTF Interior Finishes: Non-load bearing interior walls, all finishes on walls, ceilings, floors, stairways. Interior doors, windows, and millwork. Narrative: Grounds are well maintained. Facility Condition Index: Performance Measure 2002 Evaluation 2013 FCA Current Replacement Value (CRV) Not Calculated $571,308
4 Accumulated Deferred Maintenance Not Calculated $ Building (Facility) Condition Index (FCI) Not Calculated %
5 Audit and Conditions Building Information: Building Name: Gross Square Footage: A01002: Carpinteria Sr. Center Picnic Ramada 941 Walnut Ave. Carpinteria, CA 594 Construction Date: 1965 Acreage:.01 General: System Element System Description Significant Deficiencies Condition Code SITE Site: Landscaping, irrigation systems, site utilities (i.e., gas mains, water and sewer mains, electrical service), rail spurs, and pavements adjacent to and constructed as part of the facility (i.e., sidewalks, parking lots, access roads) security and site lighting. 4.2 STRUC Structure: Wall and column foundations, superstructure, slabs and floors including pits and covers. Structural mezzanine framing and slabs. Basement walls and dampproofing. 4.5 EXT ROOF Exterior: Non-structural exterior wall construction, steel stud and dryvit, face brick veneer, stone veneer, siding (metal, fiberglass, etc.). Exterior coatings, and sealants, windows, and doors, louvers, grilles, screens, and awnings. Roofing: Insulation, vapor retarders, roof coverings, metal roofing, roof openings, skylights, gutters, and flashing. 4.0
6 System Element System Description Significant Deficiencies Condition Code MECH Mechanical Systems: Heat, ventilating and air conditioning systems including controls; solar energy equipment, exhaust fans, or other mechanical equipment associated with indoor air quality. ELEC Electrical Service & Equipment: Electrical service and distribution equipment, lighting and branch wiring, communications and security equipment, and other electrical equipment and service. 4.0 PLUMB Plumbing Systems: Water and sewer systems, including pumps and plumbing fixtures, fire protection piping and pumps, process piping systems (natural gas, compressed air, chilled water, medical gases, etc.). CONV Conveyance Systems: Elevators, escalators, cranes, hoists, wheelchair, dumbwaiter, turntable, or other lifting mechanisms. INTF Interior Finishes: Non-load bearing interior walls, all finishes on walls, ceilings, floors, stairways. Interior doors, windows, and millwork. Narrative: Wood Ramada. Facility Condition Index: Performance Measure 2002 Evaluation 2013 FCA Current Replacement Value (CRV) Not Calculated $18,095 Accumulated Deferred Maintenance Not Calculated $
7 Building (Facility) Condition Index (FCI) Not Calculated %
8 Audit and Conditions Building Information: Building Name: Gross Square Footage: Construction Date: A01004: Carpinteria Health Clinic 941 Walnut Ave. Carpinteria, CA 3, Acreage:.08 General: System Element System Description Significant Deficiencies Condition Code SITE Site: Landscaping, irrigation systems, site utilities (i.e., gas mains, water and sewer mains, electrical service), rail spurs, and pavements adjacent to and constructed as part of the facility (i.e., sidewalks, parking lots, access roads) security and site lighting. 4.2 STRUC Structure: Wall and column foundations, superstructure, slabs and floors including pits and covers. Structural mezzanine framing and slabs. Basement walls and dampproofing. 4.5 EXT Exterior: Non-structural exterior wall construction, steel stud and dryvit, face brick veneer, stone veneer, siding (metal, fiberglass, etc.). Exterior coatings, and sealants, windows, and doors, louvers, grilles, screens, and awnings. 4.5
9 System Element System Description Significant Deficiencies Condition Code ROOF Roofing: Insulation, vapor retarders, roof coverings, metal roofing, roof openings, skylights, gutters, and flashing. Some spots on inside, Mexican tile. 3.0 MECH Mechanical Systems: Heat, ventilating and air conditioning systems including controls; solar energy equipment, exhaust fans, or other mechanical equipment associated with indoor air quality. 4.5 ELEC Electrical Service & Equipment: Electrical service and distribution equipment, lighting and branch wiring, communications and security equipment, and other electrical equipment and service. 4.5 PLUMB Plumbing Systems: Water and sewer systems, including pumps and plumbing fixtures, fire protection piping and pumps, process piping systems (natural gas, compressed air, chilled water, medical gases, etc.). 4.5 CONV Conveyance Systems: Elevators, escalators, cranes, hoists, wheelchair, dumbwaiter, turntable, or other lifting mechanisms. INTF Interior Finishes: Non-load bearing interior walls, all finishes on walls, ceilings, floors, stairways. Interior doors, windows, and millwork. 4.0 Narrative: Traditional stucco and Mexican tile roof. Was completely redone recently. Facility Condition Index: Performance Measure 2002 Evaluation 2013 FCA Current Replacement Value (CRV) Not Calculated $428,782
10 Accumulated Deferred Maintenance Not Calculated $ Building (Facility) Condition Index (FCI) Not Calculated %
11 Sub-Section C Carpinteria Analytics The County of Santa Barbara has requested a twenty-year outlook for its facilities costs. The current section of the report discusses the opinions of probable costs for the long-term outlook derived through two related methodologies: Observed evidence of deferred maintenance and facility deterioration that are prioritized for the nearterm years 1through 10 (year cohorts 1-3, 4-6, 7-10), and The development of a customized econometric model to project ongoing costs for both the near-term years and outlying years. The field data collection process is effective in gleaning detailed information regarding the current condition of the County facilities, from which one can generate costing information with a high degree of granularity. This granularity is in the form of defined projects with detailed scopes of work to address recorded deferred maintenance items. Prioritized, these projects fall into years 1 through 10 and provide managers with a partial map for remediation and maintenance efforts required to preserve the facilities. A summary list of these projects appears in Appendix 2. For full annual projections, the Consultant has relied on an econometric model that is founded on an industry best practice methodology, one that incorporates the unique nature of the County s facilities and historical costing data provided to the Consultant by County managers. For the near-term years, 1 through 10, the econometric model is supplemented by identified project work defined through field data collection. As indicated above, the field data provide granularity and detail to the econometric model projection for near-term years, with decreasing granularity as one reaches outlying year 10. As an illustrative example of this principle, the econometric models projects accumulated deferred maintenance (ADM) for Carpinteria of $111,100. Supplementing this, the field data collection has identified some $17,600 in detailed project scope of work for years As illustrated by the accompanying graph, the Health Clinic contributes the largest percentage (92%) of the overall ADM for the group. Among the various system elements, interior finishes contribute the greatest portion to the overall accumulated deferred maintenance.
12 Carpinteria Current Replacement Value (CRV) and Condition Index (FCI) The Facility Condition Index (FCI) measures the accumulated deferred maintenance against the current replacement value (CRV) of the property. The estimated CRV for Carpinteria is approximately $1.25 MM. The CRV is projected at approximately $2.42 MM in budget year FY34/FY35. The accompanying graphic illustration shows the composition of the CRV according to building and to grounds. Based on the amount of accumulated deferred maintenance (approximately $111,100), the current FCI is calculated at approximately 9% ( fair ). Of this overall FCI, the Health Clinic is notable with an individual FCI in excess of 16% ( poor ). Assuming the current annual funding level of $30,600, the increase in accumulated deferred maintenance rises from $20,800 in FY13/14 to $895,000 MM by FY34/35. Assuming that the existing funding levels continue, the FCI will correspondingly increase to 36% ( off-thechart ) at the end of the modeling period, SBC budget year FY34/FY35. This is an unsustainable course. The relationship between the accumulated deferred maintenance and sustainment level funding is illustrated in the graph below. For Carpinteria, current funding can never keep pace with the rate of deterioration. While the funding level is discretionary, the factors in the growth of deferred maintenance include:
13 The difference in recommended sustainment funding and actual sustainment funding The nominal rate of inflation The physical plant deterioration rate An Econometric Model for Montecito Projections of suggested funding levels have been generated utilizing a customized econometric model. The econometric model is specific to Carpinteria and takes into account the unique nature of the County s facilities, the current conditions and maintenance backlog, and any historical costing data provided to the Consultant by the County. The models are used to produce projections of renewal capital and accumulated deferred maintenance. The opinions of probable cost are based upon an econometric representation of eight variables using two different approaches to addressing the funding requirements of the facilities: 1. Generally-accepted funding levels across all facility types 2. Targeted funding levels to address specific FCI goals Examining both of these approaches will provide the County with greater industry perspectives on sustainment funding, as well as a variety of funding options for addressing the County s long-range strategic interests relative to its facility requirements.
14 Minimum High-Low Sustainment Funding A fundamental premise of the econometric model created for the County of Santa Barbara is that a minimum level of ongoing funding is required in order to maintain the integrity and reliability of the County s physical assets. This premise is reflected in the necessity of planned maintenance work activities that are typically funded through an annual budget cycle to support the assets continuing performance and projected lifecycle. The normal, routine maintenance that is performed on capital assets, such as buildings and fixed assets, generally includes deficiencies that are low in relative cost and that are normally addressed as part of the annual operation and maintenance (O&M) funding, excluding actions that expand the capacity of the asset beyond its original functional intent. The industry broadly maintains that a minimum sustainment funding of 2% to 4% of the CRV is required in most facility environments. For Carpinteria this corresponds to a calculated spend between approximately $25,100 and $62,700 based on the current CRV. Current spend is estimated at approximately $30,600 for year 1, though the County does not strictly account for costs by building, such that this figure remains inexact. The model also allows one to separate the components of these costs segregating them according to operating expense, project expense, and capital expense. For FY13/14, these are summarized below.
15 The table below maps out the high (2%) and low (4%) funding options by fiscal year with the associated CRV, ADM, and FCI. Targeted Funding Levels to Address FCI The second approach bases funding levels on suggested FCI targets. Three funding scenarios have been modeled as alternates for consideration. Scenario 1 moves the Facility Condition Index to a forward average of approximately 12%, which is considered poor. This scenario will require the investment of $1.24 MM over a 20-year planning horizon. Scenario 2 maintains the Facility Condition Index at a forward average of 10% ( fair/poor ) at the end of the 20-year planning horizon. This scenario will require an investment of $1.32 MM during the modeling period. Scenario 3 The third scenario moves the portfolio FCI to 8%, or fair and requires approximately $1.39 MM in sustainment funding over the 20-year planning horizon. The relationship between the FCI and the sustainment level funding required for each of the three scenarios is represented graphically below, as well as a table with the specific annual funding requirements.
16
DeKalb County School District/Stadiums Avondale Stadium Final School Assessment Report May 20, 2016
DeKalb County School District/Stadiums Avondale Stadium Final School Assessment Report May 20, 2016 PARSONS School Assessment Report Table of Contents School Executive Summary 4 School Condition Summary
More informationProperty Condition Assessment
Property Condition Assessment Pewaukee, WI 53072 Inspection Date: 1/6/15 Prepared For: Report Number: Prepared By: Shamrock Building Inspection Consultants LLC N29 W29951 Shel-Mar Dr. Pewaukee, WI 53072
More informationLEVEL TWO NUMBERS AND TITLES. Introductory Information. Bidding Requirements. Contracting Requirements. Facilities and Spaces. Systems and Assemblies
MasterFormat LEVEL TWO NUMBERS AND TITLES Introductory Information 00001 Project Title Page 00005 Certifications Page 00007 Seals Page 00010 Table of Contents 00015 List of Drawings 00020 List of Schedules
More informationFacility Condition Assessment
Citywide Facility Condition Assessment Report of Facility Condition Assessment For City of Manhattan Beach 100 Manhattan Beach Boulevard, Manhattan Beach, CA September 18, 2013 (Rev B) Provided By: Faithful+Gould,
More informationSchool Without Walls
INITIAL YEAR BUILT 1938 BUILDING AREA 59,400 SF CURRENT PROGRAM CAPACITY 304 ENROLLMENT 2008 276 WARD 1 PROPOSED PROGRAM CAPACITY 400 SCHOOL WITHOUT WALLS - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More information1 BASE HOME CONSTRUCTION SPECIFICATIONS: TOWNHOMES 5-13-2015 Note: Specifications noted below may change based on selected options. Verify upgrades from the base specifications with the option sheets and
More informationCOOLIDGE SENIOR HIGH SCHOOL
INITIAL YEAR BUILT 1940 BUILDING AREA 271,300 SF CURRENT PROGRAM CAPACITY 1240 ENROLLMENT 2008 652 WARD 4 PROPOSED PROGRAM CAPACITY 1100 Site Plan COOLIDGE - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationLECKIE ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1970 BUILDING AREA 65,000 SF CURRENT PROGRAM CAPACITY 471 ENROLLMENT 2008 321 WARD 8 PROPOSED PROGRAM CAPACITY 400 Site Plan LECKIE - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-5
More informationREQUIREMENTS FOR SUBSTANTIALLY DAMAGED AND SUBSTANTIALLY IMPROVED STRUCTURES
REQUIREMENTS FOR SUBSTANTIALLY DAMAGED AND SUBSTANTIALLY IMPROVED STRUCTURES If your home or business incurred damage, the engineering department, in conjunction with the Flood Mitigation Officer, will
More informationTable of Contents. Division 2 Site Work Site Preparation Site Demolition Tree Protection Excavation, Trenching, and Backfilling for Utilities
Division 1 Requirements Design and Construction Quality Campus Master Plans Texas Tech University System Operating and Building Maintenance Project Administration Historically Underutilized Business (HUB)
More informationInspection of New One- and Two- Family Dwellings
Building Safety Division 8500 Santa Fe Drive Overland Park, KS 66212 (913) 895-6225 Fax (913) 895-5016 Email: permitservices@opkansas.org Inspection of New One- and Two- Family Dwellings Planning and Development
More informationOne and Two Family Additions
One and Two Family Additions An addition to a house, duplex, garage, or an accessory structure requires a building permit prior to performing any construction. Building Department & Permit Office Mon-Fri
More informationPage 3 of 12. Inspected Describe. Explained. Health & Safety. Maj. Def. Examiner Notes STRUCTURE N/A. Financial Impact. Impact.
STRUCTURE Foundations * Floor structure * Wall structure * Ceiling structure * Roof structure * Deficiencies in structure * Access Method d Under floor crawlspace/attic * Page 3 of 12 EXTERIOR Exterior
More informationPRELIMINARY STRUCTURAL INVESTIGATION REPORT
124 E. Broadway Tucson, AZ Prepared for: CBRE Brokerage Services 3719 N. Campbell Ave. Tucson, AZ 85719 BACKGROUND: The Tucson Veterans of Foreign Wars building, located at 124 E. Broadway, Tucson, AZ
More informationBuilding Inspection Report
Building Inspection Report Sample Commercial Inspection Report Inspection Date: Prepared For: Prepared By: Professional Property Inspection Consultants 4857 Winterset Drive Columbus, OH 43220 (614) 459-5941
More informationHOUSE REPAIRS & RENOVATIONS BUILDING PERMIT REQUIREMENTS
St. Louis County Department of Public Works Division of Code Enforcement HOUSE REPAIRS & RENOVATIONS BUILDING PERMIT REQUIREMENTS This guide is intended to provide the homeowner or contractor with the
More informationCompleted. Project. Melbourne High School. Comprehensive Additions and Renovations
Project Update Project Update September 8, 2006 January 06, 2010 Project Manager Project Manager Anibal Caussade Dennis Bonny Field Coordinator Field Coordinator Bud Ball Paul Friel Project Budget Project
More informationMaterial Report - [Trade Contractors] for plan: [E:\SoftPlan14\Projects\Sample Drawings.spf\2-Storey sqft.spf] Page 1 of 5
Material Report - [Trade Contractors] for plan: [E:\SoftPlan14\Projects\Sample Drawings.spf\2-Storey 01-2320 sqft.spf] Page 1 of 5 PREPARATION PRELIM PERMITS & FEES Building Permit 1 each 2200.00 _ 2200.00
More informationLOGAN SCHOOL SCHOOL WITHOUT WALLS AT LOGAN
INITIAL YEAR BUILT 1935 BUILDING AREA 47,200 SF CURRENT PROGRAM CAPACITY 479 ENROLLMENT 2008 418 WARD 6 PROPOSED PROGRAM CAPACITY 450 Site Plan LOGAN - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION HS
More informationCONTRACT DOCUMENTS REVIEW PACKAGE CHECKLIST
CONTRACT DOCUMENTS REVIEW PACKAGE CHECKLIST Check off each item that is included within the submitted Contract Documents Review Package. Provide a written explanation for any omissions. The following items,
More informationA/E Design Deliverable Checklist
A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic
More informationVelma F Thomas Early Childhood Center
Facility Assessment Summary This report summarizes the findings of a facility assessment completed on the date noted in the document footer below. Assessors rate each facility feature and system by visual
More informationCITY OF NOVI. Police Department
CITY OF NOVI Police Department Indoor Gun Range and Training Facility Assessment Analysis with Master Plan for Novi Police Department at Community Build Out Field Services Complex Facility Needs Master
More informationWILKINSON ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1976 BUILDING AREA 144,900 SF CURRENT PROGRAM CAPACITY 508 ENROLLMENT 2008 451 WARD 8 PROPOSED PROGRAM CAPACITY 600 Site Plan WILKINSON - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationCONSTRUCTION AND RENOVATION FUNDED BY THE CFI EXAMPLE OF A DETAILED COST ALLOCATION METHOD
CONSTRUCTION AND RENOVATION FUNDED BY THE CFI EXAMPLE OF A DETAILED COST ALLOCATION METHOD March 2009 CONSTRUCTION AND RENOVATION FUNDED BY THE CFI Prepared For: CANADA FOUNDATION FOR INNOVATION 230 QUEEN
More informationCity of Richmond Zoning Ordinance Page 12-1
ARTICLE 12 BUILDING DESIGN AND COMPOSITION Section 12.01 Purpose. High quality architectural design and building composition are important elements in reinforcing a comfortable, human-scale environment,
More informationBOWIE LEARNING CENTER
BOWIE LEARNING CENTER Bowie Learning Center BUILDING DATA BOWIE LEARNING CENTER 900 North Elm St., Weatherford, TX 76086 Year Built 1936 No. of Buildings No. of Portables 0 Approx. Total Square Footage
More informationBIDDING SHEET CHECKLIST--SUBCONTRACTORS AND SUPPLIERS SUBCONTRACTOR/ PHONE DATES SUPPLIER NAME: CALLED BID. Sample
BIDDING SHEET CHECKLIST--SUBCONTRACTORS AND SUPPLIERS Project Name: Address: Owner: Phone/Fax/Email: Architect / General Contractor Name: : BID DEADLINE DATE: SUBCONTRACTOR/ PHONE DATES SUPPLIER NAME:
More informationGreen Remodeling Illustrations GREEN REMODELING ILLUSTRATIONS GREEN BUILDING GUIDELINES FOR HOME REMODELING
Green Remodeling Illustrations GREEN REMODELING ILLUSTRATIONS GREEN BUILDING GUIDELINES FOR HOME REMODELING WWW.STOPWASTE.ORG New Addition Consider the following green remodeling options in a new addition.
More informationCOLUMN SPACING TRUCK ACCESS/DOORS EAVE HEIGHT UTILITIES PARKING & DRIVES
LOCATION & ACCESS Akron Business Centre I and II 4.2 acre site at Opportunity Parkway (Wooster Avenue) & Pier Drive Located in Downtown Akron Adjacent to Innerbelt Expressway (Route 59) and just north
More informationBC BUILDING CODE ERRATA
BC BUILDING CODE ERRATA The following changes should be made to print and offline copies of the 2012 BC Codes. The 2012 BC Codes subscription products include these changes. Highlighted text is used in
More informationSubject: Lucretia Mott School No. 3 Rehabilitation. Figure 1 Figure 2 Figure 3
MEMORANDUM To: Ashley Rosenthal Payne, Indianapolis Historic Preservation Commission Adrienne Schmetzer, Indiana Housing and Community Development Authority Architecture Preservation Interior Design Landscape
More informationAuburn University Facilities Management Policy :
1. Policy Statement: This document establishes policy for the Auburn University community regarding the funding of Installed and/or Movable Equipment with Deferred Maintenance on maintenance, repair, alterations
More informationA/E Design Deliverable Checklist
A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic
More informationRebuilding your Home after the storm? Adding on, renovating, or remodeling your home? Here's information YOU need to know about the 50% Rule.
FEMA 50% RULE - SUBSTANTIAL IMPROVEMENT SUBSTANTIAL IMPROVEMENT/DAMAGE Z101-0410 NOTICE TO PROPERTY OWNERS Rebuilding your Home after the storm? Adding on, renovating, or remodeling your home? Here's information
More informationFacilities Condition Assessment Qualcomm Stadium
Qualcomm Stadium Facilities Condition Assessment Qualcomm Stadium Facilities Condition Assessment AECOM San Diego, California April 2011 Qualcomm Stadium Qualcomm Stadium Facilities Condition Assessment
More informationSTATE UNIVERSITY CONSTRUCTION FUND
STATE UNIVERSITY CONSTRUCTION FUND The following checklist show the general items required by the Agreement and the Program Directives. Unless included in the lump sum fee or the Schedule B of the Consultant
More informationNEW FOUR STORY MIXED USE RESTAURANT, RETAIL, LODGING, AND OFFICE BUILDING OWNER S PROJECT REQUIREMENTS
NEW FOUR STORY MIXED USE RESTAURANT, RETAIL, LODGING, AND OFFICE BUILDING OWNER S PROJECT REQUIREMENTS TABLE OF CONTENTS Introduction Page 2 Project Description Page 2 Owner s Directives Page 4 Design
More informationEvergreen Project Implementation Plan Instructions Low Income Housing Tax Credit Program
Evergreen Project Implementation Plan Instructions Low Income Housing Tax Credit Program The following table provides a brief description of the documentation that will be required of successful LIHTC
More informationSPACE TYPE: OUTSIDE PARKING (STRUCTURE)
SPACE TYPE: OUTSIDE PARKING (STRUCTURE) Construction Criteria The unit costs for Outside Parking (Structure) space types are based on the construction quality and design features in the following table.
More informationRESIDENTIAL CONSTRUCTION PERMIT FEES
RESIDENTIAL CONSTRUCTION PERMIT FEES R-1 Building Permit: One- or Two-Family New Construction (Complete Permit Packet) Combination permit to include Building, Electrical, Mechanical, Plumbing (to include
More informationDESIGN & CONSTRUCTION PHASE COMMISSIONING PLAN TEMPLATE
DESIGN & CONSTRUCTION PHASE COMMISSIONING PLAN TEMPLATE Based upon B3 Minnesota Sustainable Building Guidelines VERSION 2.1 Notes to the reader have been added to this document within numerous text boxes
More informationLEWIS ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1962 BUILDING AREA 49,500 SF CURRENT PROGRAM CAPACITY 550 ENROLLMENT 2008 288 WARD 1 PROPOSED PROGRAM CAPACITY 450 Site Plan LEWIS - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-5
More informationDecember 9, Mr. J. Thomas Helton, Ed.D. Columbus State University Foundation Properties, Inc University Avenue Columbus, Georgia 31907
1841 W Oak Parkway, Suite F Marietta, Georgia 30062 www.cardnoatc.com 770.427.9456 Fax 770.427.1907 December 9, 2013 Mr. J. Thomas Helton, Ed.D. Columbus State University Foundation Properties, Inc. 4225
More informationTHE STRATA UNIT May 25, 2008
THE STRATA UNIT May 25, 2008 Over the years, we have been asked time and time again from our experience as a cost consultant and a project manager from both a restoration and renovation point of view What
More informationINDICATIVE FEASIBILITY BUDGET (RIBA STAGE 1) for ST JAMES'S CHURCH : WEYBRIDGE SURREY. June 2016
INDICATIVE FEASIBILITY BUDGET (RIBA STAGE 1) for INTERNAL REPAIRS AND REDECORATIONS OF THE CHURCH HALL at ST JAMES'S CHURCH : WEYBRIDGE SURREY June 2016 SAWYER & FISHER (EPSOM) LTD THOMAS FORD & PARTNERS
More informationStructural Inspection
General: Background: An inspection and structural analysis have been performed for the purpose of evaluating the buildings structural systems and components. A full set of structural drawings was utilized
More informationPella 250 Series. Wood Frame Construction with Vinyl Siding... V250-ID-888 Wood Frame Construction with Brick Veneer...
SECTION DIRECTORY General Information Introduction... V250-ID-886 Installation Accessories and Applications... V250-ID-886 Typical Sealant Placement Details... V250-ID-887 Fin Installation Details Wood
More informationCENTENNIAL SCHOOL DISTRICT
CENTENNIAL SCHOOL DISTRICT Middle School Feasibility Study Project PLANNING STUDY PRESENTATION 24 May 2016 Middle School Master Planning Process 1. Familiarized team with existing middle schools and sites
More informationSTRUCTURAL CONDITION ASSESSMENT
STRUCTURAL CONDITION ASSESSMENT ALLEN JAY ROCK GYM 1201 FAIRFIELD ROAD HIGH POINT, NC Prepared for: Prepared by: Guilford County Schools 617 West Market Street Greensboro, NC Adrian S. Durham, PE, SE,
More informationHOT SPRINGS FIRE DEPARTMENT EVALUATION OF DOWNTOWN LEGACY STRUCTURES Savoy Hotel Thompson Building Dugan Stewart Building May 16, 2012
HOT SPRINGS FIRE DEPARTMENT EVALUATION OF DOWNTOWN LEGACY STRUCTURES Savoy Hotel Thompson Building Dugan Stewart Building May 16, 2012 0 On May 16,, 2012 Hot Springs Firefighters conducted an evaluation
More informationBuilding Systems and Design Elements included in SliDeRulE
Building Systems and Design Elements included in SliDeRulE No. System Subsystem Design Element 1.1.1 Foundation Deep Foundation Steel H-pile 1.1.2 Foundation Deep Foundation Steel pipe pile 1.1.3 Foundation
More informationChapter 2: Foundation
Chapter 2: Foundation Crawlspace [V502.1.2] [V502.1.2] [V502.1.3] Vents. Vents in the crawlspace help keep floor insulation and floor framing dry. Crawlspace vents also reduce the potential for radon buildup
More informationCODE COMPLIANCE PLAN REVIEW PROCEDURES
CODE COMPLIANCE PLAN REVIEW PROCEDURES 1. All construction for state agencies on state-owned or state leased-purchased properties or facilities are to submit design documents for code compliance plan reviews
More informationResidential Inspector s Guide: Building and Energy based on the 2009 International Residential Code Chapters 1-11
Residential Inspector s Guide: Building and Energy based on the 2009 International Residential Code Chapters 1-11 Residential Inspector s Guide Building and Energy Based on the 2009 IRC, Chapters 1-11
More informationTOWN OF PORT ROYAL BUILDING CODES DEPARTMENT Building Permit Submittal Requirements
TOWN OF PORT ROYAL BUILDING CODES DEPARTMENT Building Permit Submittal Requirements 700 Paris Ave. PO Drawer 9 Port Royal, SC 29935 Application for Permit - P O Drawer 9, Port Royal South Carolina Permit
More informationVFA SAMPLE RFP (DETAILED FACILITY CONDITION ASSESSMENT)
VFA SAMPLE RFP (DETAILED FACILITY CONDITION ASSESSMENT) I. Purpose As part of a strategic planning directive, the has decided to undertake a comprehensive condition audit and plant capital renewal
More informationPeachStone Capital, Inc. Atlanta s Hard Money Lender When timing is everything, we close! Hard Money Loan Property Worksheet Checklist
Hard Money Loan Property Worksheet Checklist Please complete ALL requested information. Incomplete applications will NOT be reviewed! Fully executed purchase and sale agreement including all exhibits,
More informationCarpenter Level 2 Rev. September 2017
Level 2 A5 Site Layout II Duration: 14 hours 7 hours 7 hours Upon completion of this unit the apprentice will demonstrate knowledge of site layout tools and equipment and their applications and procedures
More information1.0 Total Points % 2.1 Building Exterior Elements % 2.2 Accessibility % 2.3 Structural %
BartelsRode Gymnasium 8/11/ Building Rating System Percent Site: 1.0 Total 0 13 77% Building: 2.1 Building Exterior Elements 0 8 8% 2.2 Accessibility 0 74 74% 2.3 Structural 0 76 76% 2.4 Building Envelope
More informationLASALLE - BACKUS EDUCATION CAMPUS
INITIAL YEAR BUILT 1957 BUILDING AREA 63,000 SF CURRENT PROGRAM CAPACITY 406 ENROLLMENT 2008 349 WARD 4 PROPOSED PROGRAM CAPACITY 425 Site Plan LASALLE - BACKUS - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationMCCARTY ARCHITECTS, P.A. POST OFFICE BOX 440 / 533 WEST MAIN STREET TUPELO, MS / FOR ANSWERS TO QUESTIONS CONTACT: JUSTIN HARRINGTON
ADDENDUM NUMBER FROM: MCCARTY ARCHITECTS, P.A. POST OFFICE BOX 0 / 533 WEST MAIN STREET TUPELO, MS 3880 / 3880 FOR ANSWERS TO QUESTIONS CONTACT: JUSTIN HARRINGTON PHONE: -8-00 PROJECT: ACADEMIC STUDENT
More informationCIRCLE K SUB-CONTRACTOR BID FORM
CIRCLE K SUB-CONTRACTOR BID FORM Store No: 3308 Address: 8985 Will Clayton Pkwy Date: Bid Due September 17, 2014 Sub Contractor: Trade CONSTRUCTION TAX Construction Tax EXCAVATION / DIRT WORK Cut / Fill
More informationPlan Check & Field Inspection Guide
Plan Check & Field Inspection Guide 1992 MEC, 1993 MEC, and 1995 MEC Inside This Guide Plan Check Field Inspection Plan Check Building plans and specifications must be submitted with each building application
More informationRESIDENTIAL COMPONENT TECHNOLOGY Mobile Manufactured Housing
RESIDENTIAL COMPONENT TECHNOLOGY Mobile Manufactured Housing GENERAL INFORMATION Policy Number: Insured Name: Property Address: Property Zip: Agent: Branch: Current Coverage: _ Account Number: _ PROPERTY
More informationE d u c a t i o n a l S e m i n a r s f o r B u i l d i n g & R e s i d e n t i a l C o d e
I N D E X E d u c a t i o n a l S e m i n a r s f o r B u i l d i n g & R e s i d e n t i a l C o d e Title Course Number *Seminar Length (days) Pg. Class Scheduling Policies 8 International Building Code
More informationEdouard AVANT GROVE U I C U I C. Modern Living Made Easy uichomes.com
Edouard Modern Living Made Easy uichomes.com - new construction - 3 stories + full basement - 4 bedrooms - 2.5 baths - 2,380 s.f. call 314.881.2333 or e-mail sales@uicstl.com PLAN NTS DECK 13' 0" X 12'-0"
More informationBRUCE MONROE AT PARK VIEW ELEMENTARY SCHOOL MODERNIZATION PROPOSED MAIN ENTRY - EXTERIOR RENDERING
PROPOSED MAIN ENTRY - EXTERIOR RENDERING EXISTING SITE AERIAL PHOTOGRAPH 6TH STREET NW PEDESTRIAN ACCESS School access to existing alley leads students through vehicular path CHAIN LINK ENCLOSED PARKING
More informationPLANS REVIEW CRITERIA - COMMERCIAL BUILDINGS
PLANS REVIEW CRITERIA - COMMERCIAL BUILDINGS NOTE: Building Code compliance is the obligation of design professionals and/or contractors. Plan review and inspection guidelines are to be used to ensure
More informationC H A P T E R 3. Completing the Residential Analysis Worksheet STEP 1: WINDOWS AND OTHER GLASS AREAS
C H A P T E R 3 Completing the Residential Analysis Worksheet The Residential Analysis Worksheet is designed to help the reader in making the preliminary calculations necessary to complete Forms 600A-04,
More informationCopyrighted Home Plan 2011 Natural Element Homes, LLC
29'-0" SQUARE FOOTAGE 6'-0" PORCH 3'-0" 6'-0" 2'-0" 3'-6" 8'-0" 2'-4" 3'-8" 6'-7" 3'-11" BCD3756-2 BCA2420T 3-0 9LITE BATH WOOD STOVE 10'-0" 2-4 15'-10 1/2" 3'-11" 6'-0" 11'-9 1/2" 15 R. @ 7 5/8" 14 T.
More informationINTERIOR ENVIRONMENT
CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL 1201.1 Scope. The provisions of this chapter shall govern ventilation, temperature control, lighting, yards and courts, sound transmission, room dimensions,
More informationThe better way to build TM. Installation Manual FOUNDATION SIPs & FROST WALLS SIPs
The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs November 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements....................................
More informationTHE UNIVERSITY OF ALABAMA AT BIRMINGHAM (UAB) BIRMINGHAM, ALABAMA
Print Form THE UNIVERSITY OF ALABAMA AT BIRMINGHAM (UAB) BIRMINGHAM, ALABAMA PROJECT NAME/NO: Bartow Arena Roof Replacement 617 13th Street South Birmingham, AL STANDING ADDENDUM NO. 1 MINORITY BUSINESS
More informationPresentation Overview: NC Energy Code RESNET Standards HERS Index HERS Verification Process
Presentation Overview: NC Energy Code RESNET Standards HERS Index HERS Verification Process NC Energy Code Requirements ENERGY STAR and NC Energy Code in Alignment RESNET Standards HERS Index A scoring
More informationCHAPTER 1: OVERVIEW OF ENERGY EFFICIENT CONSTRUCTION
Chapter 1: Overview of Energy Efficient Construction 1 CHAPTER 1: OVERVIEW OF ENERGY EFFICIENT CONSTRUCTION Chapter 1 is a quick reference guide that discusses the key components and features of energy
More informationInspection Report. 1 of 8
Inspection Report Dayvolt's Home Inspections L.L.C. Date&Time of Inspection: 5/9/17, 12:10 PM Inspector's Name: Dustin Dayvolt Building Address: Sample City: State: Zip Code: Type of property inspected:
More informationEnergy Trigger (A Existing Building Upgrade Mechanism Model)
Trigger (A-11.2.1.2 Existing Building Upgrade Mechanism Model) Applicability All Building Permit applications for projects related to existing buildings are required to follow the energy upgrade trigger
More informationRESIDENTIAL BUILDING PLAN REQUIREMENTS
CITY OF MANSFIELD BUREAU OF BUILDING AND CODES 30 NORTH DIAMOND STREET 3RD FLOOR MANSFIELD, OHIO 44902 Phone (419) 755-9688 Fax (419) 755-9453 www.ci.mansfield.oh.us RESIDENTIAL BUILDING PLAN REQUIREMENTS
More informationCanadian Association Of Home & Property Inspectors
Canadian Association Of Home & Property Inspectors National Standards of Practice JuLY 2011 (ver E July 20/11) The National Standards of Practice are a set of guidelines for home and property inspectors
More informationSUBSTANTIAL IMPROVEMENT
SUBSTANTIAL IMPROVEMENT General Discussion The following discussion addresses several of the issues surrounding the NFIP regulations concerning substantial improvement and substantial damage. The attached
More informationAdministrative Changes
Revised 11/29/06 Knox County Residential Building Codes Significant Changes From The 1995 CABO One And Two Family Dwelling Code To The 2006 International Residential Code All one and two family dwellings
More informationEach proposed project will be reviewed for compliance with the following codes as applicable.
VILLAGE OF PALATINE DEPARTMENT OF BUILDING AND INSPECTION SERVICES 200 EAST WOOD STREET PALATINE, IL 60067-5339 Telephone (847)359-9042 Obtaining a Residential Building Permit: Submittal Requirements The
More informationSTRUCTURAL ABBREVIATIONS S-001 GENERAL NOTES CONCRETE MASONRY NOTES DESIGN NOTES SOF NSWG-10 UAS SUPPORT FACILITY FY 2016 MILCON P-225
GENERAL NOTES DESIGN NOTES (CONTINUED) FOUNDATION NOTES STRUCTURAL ABBREVIATIONS CONCRETE MASONRY NOTES DESIGN NOTES S-001 CONCRETE NOTES COLD-FORMED STEEL FRAMING NOTES PRE-ENGINEERED METAL BUILDING NOTES
More informationTable of Contents. Page Title
Page Title Table of Contents 1 Floor plan/ Room utilization 2 Elevation (EAST) 3 Elevation (SOUTH) 4 Elevation (WEST) 5 Elevation (NORTH) 6 Foundation plan details 7 Foundation cross sections A Main grade
More informationTOWN OF ROTTERDAM RESIDENTIAL BUILDING PERMIT APPLICATION Ext. 395 Needed to Obtain Permit:
TOWN OF ROTTERDAM RESIDENTIAL BUILDING PERMIT APPLICATION 355-7575 Ext. 395 Needed to Obtain Permit: 1. Building Permit Application, and/or residential plumbing permit application, as applicable, to be
More informationThe Ashland Project. Total Area: 1,778 Sq.Ft. 3 Bedroom, 2 Bath, 2 Car Garage
The Ashland Project Total Area: 1,778 Sq.Ft. 3 Bedroom, 2 Bath, 2 Car Garage The garage and bedroom extend from the front of this three bedroom home, drawing you visually into the entryway. Brick and stucco
More informationIconography. KAPSARC Mosque
Iconography As node and center of the KAPSARC residential community, the mosque creates an iconic and contemplative space of worship, reflection and repose. A unique and contemporary space, the design
More informationOffice of Design & Construction State University Plaza Albany, New York
Instructions: Consultant should meet with the Campus and Fund at the work area(s) prior to completing this Checklist. At least two (2) meetings are required, one prior to Schematic Phase submission and
More informationRevised RESERVE STUDY UPDATE Park Tower Condominium Association Chicago, Illinois Inspected June 1, 2016 Revised July 25, 2016
Revised RESERVE STUDY UPDATE Park Tower Condominium Association Chicago, Illinois Inspected June 1, 2016 Revised July 25, 2016 This Report contains intellectual property developed by Reserve Advisors,
More informationCanadian Association Of Home & Property Inspectors
Canadian Association Of Home & Property Inspectors National Standards of Practice September 2010 (ver d Sept 15/10) The National Standards of Practice are a set of guidelines for home and property inspectors
More informationBUILDING CODES & DESIGN CRITERIA
BUILDING CODES & DESIGN CRITERIA Adopted Building Codes: 2006 International Building Code (IBC) 2006 International Residential Code (IRC) 2006 International Mechanical Code (IMC) 2006 International Plumbing
More informationCommercial Tax Abatement
A confirmation letter is issued by the City upon receipt of this application. This application is not effective and not considered filed until the confirmation letter has been issued. Filing does not assure
More informationTechnical Facility Management FACILITY CONSULTING SERVICES. The Facility Audit Program
Technical Facility Management FACILITY CONSULTING SERVICES The Facility Audit Program TFM Audit Program - Schedule Customer: Dates of Visit: AREA TFM CUSTOMER SUBJECT Goals/Objectives Schedule Key Interviews
More informationCALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE 01. GENERAL ADMINISTRATION 6% Project Administration 1%
CALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE EXAM ID: I1 80 multiple-choice questions 3-1/2-hour time limit Open book 01. GENERAL ADMINISTRATION 6% 0101. Project Administration 1% Verify that
More informationNARI National 2018 CotY Program Categories Please read category descriptions carefully as some criteria have changed.
Please read category descriptions carefully as some criteria have changed. New for 2018! Green and Universal Design Categories *Cost is defined as contract price, all extras, change orders and the fair
More informationBoulder City NV Prepared by (Print Name) Signature Date
City of Boulder City Community Development Department Building & Safety Division 401 California Avenue Boulder City, NV 89005-2600 702-293-9282 (Main Line) 702-293-9392 (Fax) 2009 International Energy
More information/ Policy Number: Policy Name: Capital Planning and Development Processes Definitions
Page 1 7-101 Definition A. Alternative Construction Delivery Methods: Building Delivery Processes that vary from the more standard Design-Bid-Build model. These may include Construction Manager-At-Risk
More informationRESIDENTIAL CONSTRUCTION New Dwellings and Additions
How to Obtain a Building Permit For RESIDENTIAL CONSTRUCTION New Dwellings and Additions MIAMI COUNTY, KANSAS CODE SERVICES DEPARTMENT 201 South Pearl Street, Suite 201 Paola, Kansas 66071-1777 Phone:
More informationChapel House- Design Process- Envelope and Energy savings
Colgate - Chapel House Renovation Heating Energy - Summary rev. 9/23/16 With Actual Blower Door Assembly R-Values Other Loads DORMITORY Stone Wall Window Spandrel Sill/Band Slab Edge (below grade) Roof
More information