CAREY L. STECKLER HIGHLAND ELEMENTARY SCHOOL ADVISOR: DR. RILEY TECHNICAL ASSIGNMENT 3 15 NOVEMBER 2004 CONTENTS
|
|
- Drusilla Gilmore
- 8 years ago
- Views:
Transcription
1 CAREY L. STECKLER HIGHLAND ELEMENTARY SCHOOL ADVISOR: DR. RILEY TECHNICAL ASSIGNMENT 3 15 NOVEMBER 2004 CONTENTS A. SUMMARY... 1 B. SITE LAYOUT PLANNING... 2 C. TEMPORARY UTILITIES... 2 D. DETAILED SYSTEMS ESTIMATE... 3 E. GENERAL CONDITIONS ESTIMATE... 5 F. RESEARCH AND ANALYSIS METHODS... 6
2 A. SUMMARY This final technical report summarizes project s site layout, temporary utilities, a detailed systems estimate, a general conditions estimate, and describes future research plans. Site plans were compiled for three individual phase of construction excavation, superstructure and finishes. The plans detail temporary facilities, crane placement, fences, trailers, and many other items. Temporary facilities needed specifically for the superstructure phase were described in detail in the next part of the report. Obligations from the contract documents of the General, Plumbing, Electrical and HVAC Contractors were summarized. A detailed estimate was created, comparing the typical classroom exterior wall system as designed and a system with nearly twice as much window area. The window square footage was increased to an area required for LEED daylighting requirements. This estimate is the beginning of further green public schools research and analysis. Costs associated with general conditions were also estimated and reported. The information provided will be useful should suggestions be made that will impact project schedule. Finally, future plans were described to research the effectiveness of multiple prime contracts for public school projects. The discussion suggests who might benefit from this research and also the specific steps that will be taken. 1
3 B. SITE LAYOUT PLANNING Submitted 03 November C. TEMPORARY UTILITIES Temporary facilities needed for the Highland Elementary superstructure phase supported both the steel erection of Unit A and the masonry construction of Unit B. The General Contractor provided the majority of all temporary facilities, especially those needed for the superstructure phase. It should be noted that erection of the CMU for Unit B took place during winter months and that requirements specified for temporary enclosure and heating were applicable. General Contractor Stable, gravel bed surrounding the building footprint to accommodate the mobile crane, material staging and deliveries as indicated in contract drawings. Concrete placement in accord with ACI 305R and 306R. When the mean daily outdoor temperature is less than 40 F, the temperature of the concrete shall be maintained between 50 F and 70 F for the curing period. Masonry placement in accord with IMIAC. Adequate equipment must be provided for heating the mortar and grout materials, when air temperature is below 40 degrees F. Temperatures of the separate materials, including water, shall not exceed 140 degrees F when placed in the mixer. When air temperature is below 32 degrees F, maintain mortar temperature on boards above freezing. Temporary insulated weather-tight and secured closure of exterior opening to accommodate acceptable working conditions and protection of products, to allow for temporary heating and maintenance of required ambient temperature identified in individual specification sections, and to prevent entry of unauthorized persons. Plumbing Contractor Permanent or temporary main water line. (12) temporary supply lines around perimeter of building approximately 10 feet from building. (Owner to pay for water consumed during construction and supplying CM trailer. Each Prime Contractor to pay for water use of individual field offices.) (2) Wheel washing stations at site gates water supply piping, hose & sprayers. Electrical Contractor Extend electric service into the building and provide lighting, including light bulbs, and power outlets for each Prime Contractor for the proper conduct of their work and to the satisfaction of CM. Conform to OSHA requirements for lighting and power. (Owner to pay for power consumed except for power consumed by individual contractor s site trailers and storage sheds.) Provide and maintain temporary incandescent lighting to achieve minimum of two watts per square foot for construction operations. Provide and maintain one watt per square foot lighting to exterior staging and storage areas and entire site after dark for security. 2
4 Provide and maintain 0.25 HID lighting to interior work areas after dark for security. Temporary Heat and Ventilation Prior to temporary enclosure, each Prime responsible to protect work of his contract. During temporary enclosure of building or portion of building, General Contractor solely responsible for all temporary heat, ventilation and dehumidification costs. General Contractor to give notice of permanent building enclosure. 30 days following notice, HVAC Contractor assumes responsibility for heat and ventilation. Building temperature must be maintained at or above 50 degrees Fahrenheit at all times. D. DETAILED SYSTEMS ESTIMATE To achieve the daylight factor LEED requirement of 2%, a typical Highland Elementary classroom with 84 SF of window area would need to approximately double the SF of window area to 160 SF. (Window area was estimated assuming visible light transmission of 0.6. Tables were utilized to simplify LEED Reference Guide calculations and are available at The following items were estimated using R.S. Means Building Construction Cost Data. 76 SF of Masonry & Brick as Designed Component Unit Qty Cost per Unit Total Cost Brick Veneer, Standard M 76 SF x $1,575 $ (6.75 bricks/sf) 6.75 / 1000 = CMU, 12 Reinforced SF 76 $9.10 $ alternate courses Board Insulation, 2 SF 76 $1.25 $95.00 Total Cost per classroom = $1, Total Cost for 33 classrooms = $56,
5 76 SF of Window Area -- Add (1) 6 x6 Window, (2) 3-4 x6 Windows Component Unit Qty Cost per Unit Total Cost Aluminum Windows, SF 78 SF $35.00 $ Insulated glass (2) Lintels, 3-4 span 3-1/2 x 3-1/2 x 5/16 LB 2 x 3-4 x 7.16 lb/ft = $1.20 $57.28 (1) Lintel, 6 span 4 x 3-1/2 x 5/16 LB x 7.65 lb/ft = 45.9 $1.20 $55.08 Total Cost per classroom = $ Total Cost for 33 classrooms = $93, Summary Additional Windows 93, As Designed - 56, Additional cost of windows: $37, This cost comparison evaluates material and labor costs only. It does not reflect potential energy cost savings or benefits of increased daylighting in classroom environments. These issues may be explored in future research. 4
6 E. GENERAL CONDITIONS ESTIMATE An estimate for general conditions was created using R.S. Means estimating guides and actual project data. The result is a total estimate of $376,448 including approximate variable costs of $8025 per month. Also, information from the Specifications was compiled to detail the General Contractor s temporary facilities obligations. As not all of these specified items were actually utilized on the project or required by the Construction Manager/Architect, an estimate was not created for these items. General Conditions Estimate General Contractor Project Management $6500 /mo 16 mos 104,000 Supervision $6000 /mo 16 mos 96,000 Bonds LS 48,000 Road Bond LS 200 Site Survey LS 2,500 Layout/Engineering LS 3,750 Schedule LS 5,000 Submittals LS 7,200 Mobilize Trailers LS 5,014 Field Offices LS 6,000 Temporary Fence $6 /LF 200 LF 1,200 Phone Service $600 /mo 16 mos 9,600 Sanitary $150 /mo 16 mos 2,400 Mobilize Excavator LS 9,211 Silt Fence LS 6,350 Parking, Entrance, Laydown $1.25 /SF SF 52,500 Utilities Temp Electricity $105 /mo 15 mos 1,575 Temp Heating/Ventilation $10 /CSF 764 CSF 7,640 Temp Lighting & Outlets $9.50 /CSF 764 CSF 7,258 Temp Water $70 /mo 15 mos 1,050 Monthly Costs: $8025 /mo Total Cost: $376,448 Detail of General Contractor s Obligations for Temporary Facilities (Those designated CM are to be supplied by the GC for the CM site office.) - CM - (3) Telephone lines for CM site trailer - CM Mhz cordless telephone, answer. mach. & spkrph - CM - Desktop telephone - CM - Internet service, dial-up - CM - (4) two-way wireless radios 5
7 - CM - Site office trailer, 12'x60' min toilet, table, 30 chairs, office chair, 2 desks, 5 filing cabinets minifridge, microwave, 2 plan racks, heating & AC - CM - trailer hauling, removal - CM - Trailer utility hook-ups & service - CM - Bottled water dispenser & supply - CM - Copy machine & servicing, 13 boxes paper - (2) 4'x8' project signs - Signage to direct traffic or warn enter at own risk - (2) 4'x8' bulletin boards in waterproof enclosure for postings - Portable toilets & servicing - Temp railings & barriers - Some additional site fencing - Removal of all site fencing - Erosion control barriers - Exterior enclosure again weather, temperature and unauthorized entry - Temp gravel accessways per contract dwgs, type C or better limestone - Temp gravel parking areas - Snow removal for 15' accessway around bldg & parking areas - Collection & removal of all trash (not including demo debris) - Daily broom clean - Weekly cleanup = 8 manhours per week - Dust control onsite - Cleanup of mud/debris tracked onto roadways F. RESEARCH AND ANALYSIS METHODS The Problem & Research The focus of my in-depth research will be the effectiveness of multiple prime contracts in public school construction. Pennsylvania's Separation of Contracts Act requires that public school projects have least four separate contracts: (1) general; (2) plumbing; (3) heating, ventilating and air conditioning; and (4) electrical. The multiple prime system has been thought to deliver projects in a very timely and cost effective manner, a position widely disputed and rejected by many, including the Pennsylvania AIA. It is the intention of this research to study the multiple prime system and determine if it truly is the best delivery method for public school construction, and if not, what the alternatives may be. Determining whether this delivery method or another would have been best specifically for Highland Elementary will support my conclusions. Who Benefits? Through this research I hope to provide factual information to school boards and administrators and construction industry personnel so that they might develop more informed opinions of the subject. I also intend to gain some knowledge directly from the PA Department of Education, which continues to mandate the Separations of Contracts Act, with the possibility of sharing the results of my research to personnel in that field as well. Finally, selection of the most cost-effective delivery method for public school projects would directly benefit taxpayers in the state of Pennsylvania. 6
8 Research Steps Conduct literature review of studies and articles compiled by other researchers on the topic of multiple prime contracts. Review procedures mandated in other states, especially focusing on states that have recently changed policy to allow CM at-risk and/or other delivery methods. (This may necessitate directly contacting personnel involved with projects in other states.) Contact PA Dept. of Education, Division of School Facilities by , phone, mail or fax. Specific questions to address: - Is the Dept. of Education supporting research to determine the effectiveness of multiple prime contracting? - Has the DoE considered the position of the PA AIA and the research conducted by the Dept. of General Services. (A 1993 study by the PA Department of General Services revealed several results of the multiple prime system including cost overruns, difficult project coordination, delays, and legal claims.) - Have any school districts in PA been permitted to pursue other delivery methods? Were these methods considered successful? - What specifically is preventing PA from allowing other delivery methods, as many other states have done? Interview and/or survey at least nine several industry professionals experienced in multiple prime school projects to include three architects/engineers, three contracting professionals, and three construction managers. Specific questions to address: - Summarize your experience with PA public school projects. - What do you see as the benefits of multiple prime delivery to the School District? to the Contractors? - What do you see as the drawbacks of multiple prime delivery to the School District? to the Contractors? Compile information obtained through literature review and personal interviews. Apply information to the Highland Elementary project and determine which delivery method(s) would have been most effective. Draw conclusions based on information gathered and supported by results of Highland Elementary study. 7
SAMPLE SCHEDULE OF VALUES APPLICATION & CERTIFICATE FOR PAYMENT
SAMPLE SCHEDULE OF S 1.00 General Conditions 1.01 Project Management 1.02 General Superintendent 1.03 Superintendents 1.04 Safety Engineer 1.05 Scheduling 1.06 Field Engineering 1.07 Bonds 1.08 Trailer
More informationSECTION 01 50 00 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
SECTION 01 50 00 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. Regulations: Comply with industry standards and applicable laws and regulations of authorities
More informationLAYING BLOCK AND BRICK
LAYING BLOCK AND BRICK Products highlighted in this section: SAKRETE Type N Mortar Mix SAKRETE Type S Mortar Mix Brick And Block Laying Basics The first step in building a brick or block wall is to construct
More informationConstruction Management Thesis Requirements: Fall 2008 Department of Architectural Engineering
Construction Management Thesis Requirements: Fall 2008 Department of Architectural Engineering AE 481W: Senior Thesis Faculty Consultants Michael Horman, Ph.D. (Spring Only) 211 Engineering Unit A 863
More informationKIEWIT CM/GC Enabling/Utilities
South Terminal Redevelopment Program KIEWIT CM/GC Enabling/Utilities Contract Value $50 million M/WBE Goal 20 percent Contact John Todd, LEED AP Project Manager 303.930.9046 john.todd@kiewit.com General
More informationWOODLAND HOMES BUILDING PROCESS A STEP BY STEP CONSTRUCTION GUIDE TO YOUR NEW HOME
WOODLAND HOMES BUILDING PROCESS A STEP BY STEP CONSTRUCTION GUIDE TO YOUR NEW HOME 1 THE BUILDING PROCESS The focus of Woodland Homes building department is Quality, Service and Predictability. Through
More informationREVEWED BY: Ross Rogien B.O/P.R. ADDITIONAL REVIEW(S) REQ.-FIRE DEPT Y/N
PLAN REVIEW FOR: PROJECT NAME: OWNER: ARCH/DESIGNER: ADDRESS: Ph/Fx: Plans Dated: E-mail: Sealed By: Estimated Project Cost - $ REVEWED BY: Ross Rogien B.O/P.R. ADDITIONAL REVIEW(S) REQ.-FIRE DEPT Y/N
More informationNAHB 1-00-0000 PRODUCT DEFINITION
NAHB Standard Homebuilder Cost Codes Cost Code Description 1-00-0000 PRODUCT DEFINITION 1-01-0000 PREAQUISITION COSTS 1-01-0110 Feasibility Study 1-01-0120 Environmental Impact Study 1-01-0130 Option Fees
More informationSaint Cloud Business Center
Saint Cloud Business Center 14 7th Avenue North Saint Cloud, MN 56303 For Sale Located on 7th Avenue in the heart of downtown across from the Court House Square. A large professional reception area with
More information2008-2009 Cost Comparisons for Common Commercial Wall Systems
An Independent Study LA MS KY TN AL GA SC NC FL 2008-2009 Cost Comparisons for Common Commercial Systems CAPITAL BUILDING CONSULTANTS PROFESSIONAL CONSTRUCTION ESTIMATORS 2008 2009 INDEPENDENT COST COMPARISONS
More informationSODA SPRINGS JOINT SCHOOL DISTRICT NO. 150 RECOMMENDED REPAIRS, REPLACEMENT, AND ADDITIONS OPINIONS OF PROBABLE COST
SODA SPRINGS JOINT SCHOOL DISTRICT NO. 150 RECOMMENDED REPAIRS, REPLACEMENT, AND ADDITIONS OPINIONS OF PROBABLE COST SODA SPRINGS HIGH SCHOOL REPAIRS AND UPGRADES SITE Construction Estimate = $100,000
More informationNCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY FOUNDATION WALL DETAILS TEK 5-3A Details (2003) Keywords:
More informationActivity Yes No N/A Notes
CE 2020 (Rev. 12/11) Page 1 of 5 PROJECT NAME AND SITE ADDRESS: CONTRACT NUMBER: ORACLE NUMBER: WDID NUMBER: CONTRACTOR NAME AND ADDRESS: PROJECT SITE RISK LEVEL: Risk Level 1 Risk Level 2 Risk Level 3
More informationDesign and Build of Passenger Terminal Building North Extension At Macau International Airport (RFQ-198) Section 6 Bill of Quantities
At Macau International Airport (RFQ-198) Section 6 Bill of Quantities Bill Nr. 1 Preliminaries Bill Nr. 1 PRELIMINARIES NOTES : (1) The work shall be done during day time and night time according to CAM/ADA
More informationWhat you need to know about concrete block basement construction.
Designing and planning your new residence is a vitally important process, which will have a great influence on the future enjoyment of your home. A successful process will ensure all areas of the home
More informationSub-Bid Contractor Update Statement. Tab A - Invitation for Bids. Tab B - Instructions to Bidders
INTRODUCTORY INFORMATION TABLE OF CONTENTS 00 0101 PROJECT TITLE PAGE PROCUREMENT REQUIREMENTS (PROJECT MANUAL) Tab A - Invitation for Bids Tab B - Instructions to Bidders Tab C Bid Form for General Bids
More informationVJ ASSOCIATES 1825 K STREET NW, #1100 WASHINGTON, DC - 20006 TEL: (202) 609-7480 INITIAL PROJECT COST ANALYSIS
VJ ASSOCIATES 1825 K STREET NW, #1100 WASHINGTON, DC - 20006 TEL: (202) 609-7480 INITIAL PROJECT COST ANALYSIS January 7, 2014 0 BASIS OF ESTIMATE The estimate is based on the drawings and documents received
More informationD Sample Notices to Property Owners, Sample Affidavits, and Other Material
D Sample Notices to Property Owners, Sample Affidavits, and Other Material These samples are offered to illustrate specific points in the Desk Reference. States and communities should examine them carefully
More informationThe work has continued on final Phase 4 and is nearing completion.
Updates-January 22, 2013 29369-Rehab Plaza Deck/Drainage Budget: $18,000,000, constr. Start 8/2009 The work has continued on final Phase 4 and is nearing completion. The main plaza area of phase 4 is now
More informationWhile RS Means is a useful estimating tool, it must be used as intended, coupled with regional knowledge.
Judicial Branch Capital Construction Program White Paper Courthouse Construction Costs The purpose of this White Paper is to summarize the independent reviews of seven different estimating firms responding
More informationExhibit C: Scope of Work and Schedule of Deliverables
Exhibit C: Scope of Work and Schedule of Deliverables Project Scope of Work Phases: A City Hall Envelope Renovations B City Hall Skylight Replacement C City Hall Chiller Replacement D City Hall Annex Plaza
More informationAmendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation by Tunnelling
Engineering and Construction Services Division Standard Specifications for Sewers and Watermains TS 415 April 2013 Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation
More information3rd Annual Design Drafting Contest
3rd Annual Design Drafting Contest YTI Career Institute 3 rd Annual Design Drafting Contest The purpose of this contest is to encourage excellence in effort and discipline, and to give recognition to outstanding
More informationDeveloping Critical Path Method Scheduling (CPM)
Developing Critical Path Method Scheduling (CPM) Pretest 1. An activity which is on critical path has a planned duration of 5 days. What is the total float for the activity? a. 0 b. 1 c. 2 d. 3 Pretest
More informationEstimating Database Checklist
Estimating Database Checklist If you are creating a new estimating database for projects, the following list offers a thorough listing of Main and Sub Categories. You can also use it as a checklist to
More informationST. MONICA FOOD PANTRY HOUSTON, TEXAS
PROJECT MANUAL FOR ST. MONICA FOOD PANTRY HOUSTON, TEXAS OWNER: ST. MONICA CATHOLIC CHURCH 8421 W. MONTGOMERY ROAD HOUSTON, TEXAS 77088 ARCHITECT: C SIX ARCHITECTURE, LLC 4606 F.M. 1960 WEST, STE 400 HOUSTON,
More informationAir-Conditioning, Heating, and Refrigeration Institute. Sheet Metal and Air-Conditioning Contractors National Association
Air-Conditioning, Heating, and Refrigeration Institute Sheet Metal and Air-Conditioning Contractors National Association GUIDELINE B-1997 ACKNOWLEDGEMENT These guidelines for Roof Mounted Outdoor Air-
More informationTD AMERITRADE Park Omaha
TD AMERITRADE Park Omaha November 19, 2009 Report No. 6 MONTHLY CONSTRUCTION PROGRESS REPORT METROPOLITAN ENTERTAINMENT & CONVENTION AUTHORITY MONTHLY CONSTRUCTION PROGRESS REPORT Metropolitan Entertainment
More informationSECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or
More informationCity of Treasure Island FEMA Cost Breakdown Worksheet For Substantial Improvement / Damage
City of Treasure Island FEMA Cost Breakdown Worksheet For Substantial Improvement / Damage Property Address: Company Name: Contractor Name: Contractor Address: City: State: Zip: License Number: Phone Number
More informationDIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS NOTICE TO BIDDERS BID FORM INSTRUCTIONS TO BIDDERS CONTRACTOR S BID FOR PUBLIC WORK - FORM 96 MINORITY AND WOMEN S BUSINESS ENTERPRISE PARTICIPATION
More informationEAST LYME HIGH SCHOOL
Overview: 1971 N 1966 GYM 1966 CLASSROOM WING 1966 AUD. 1971 GYM 1998 1998 POOL EAST LYME HIGH SCHOOL Original 1966 Building: The original East Lyme High School was constructed in 1966 and was composed
More informationAdditions and Alterations
Additions and Alterations Addition and alteration construction is a miscellaneous grouping of home improvement and renovation projects that are generally geared toward the enhancement of an existing principal
More informationCase Studies. Disaster Recovery Restoration Remediation Decontamination 800.808.1553 www.rolyncompanies.com
Case Studies 800.808.1553 www.rolyncompanies.com Property Type: College Loss Type: Water and Flood Location: Hyattsville, Maryland Once Rolyn received clearance from the insurance adjuster, crews began
More informationCOST OF WORK FORM. Abbreviations: ea = each, LF = linear feet, SF = square feet, HSF = square feet of living area (including garage conversion space)
COST OF WORK FORM All costs shown are estimates using base grade materials, taxes, and labor. For houses where a higher quality is indicated, the costs should be increased for work requiring upgraded materials.
More informationCONSTRUCTION LAW. Mechanical Roofing Contractor. Electrical Class A Air Conditioning. Contractor Class B Air Conditioning
CONSTRUCTION LAW I. Contractor Licensing 1. The Basic Rule: No person who is not certified or registered shall engage in the business of contracting in this state. FS 489.113. Pinellas County Code 22-14
More informationWhen is a Permit Required? What Types of Permits are Required? The most common types of projects that require permits are:
When is a Permit Required? The most common types of projects that require permits are: -New Houses or buildings -Room Additions or Expansions -Structural repairs, remodeling and alterations -Accessory
More informationA. Contractor shall furnish, to the Engineer, all materials certifications available from the manufacturer for all required materials.
PART 1 GENERAL 1.1 SCOPE A. This item shall include the work necessary for the installation of storm sewer line construction. B. Reference Section 3800 Trenching and Backfill and the General Conditions,
More informationPROPERTY INSPECTION OR ASSESSMENT OF DAMAGES
PROPERTY INSPECTION OR ASSESSMENT OF DAMAGES ADDRESS: Somewhere, FL CLIENT: GAIA GC ID No: 2015000 DATE: 12/31/2015 INSPECTION OR ASSESSMENT BY: GAIA CONSTRUCTION INC. CGC 1516136 FLORIDA HI-2792 FLORIDA
More informationFacility Summary. Facility Condition Summary. Seattle School District David T. Denny International Infrastructure. Facility Components
Infrastructure Facility Condition Summary Weighted Avg Condition Score Facility Components Systems Surveyor/ Date Done Comments G Sitework.9 Site Improvements Parking Pedestrian Paving Site Development
More informationAttached is a link to student educational curriculum on plug load that provides additional information and an example of how to estimate plug load:
Energy Conservation Tip #1 Always turn off all lights when you leave a room or when they are not needed. It is estimated that 26% of a building s electricity is used for lighting. For D-11 this equals
More informationCOLORADO DEPARTMENT OF TRANSPORTATION STORMWATER FIELD INSPECTION REPORT - ACTIVE CONSTRUCTION
COLORADO DEPARTMENT OF TRANSPORTATION STORMWATER FIELD INSPECTION REPORT - ACTIVE CONSTRUCTION (1) Project Name: (2) Project Contractor: (3) Erosion Control Supervisor/SWMP Administrator: (4) CDOT Project
More informationSECTION 11 78 13 MORTUARY REFRIGERATORS
PART 1 - GENERAL 1.1 DESCRIPTION SECTION 11 78 13 MORTUARY REFRIGERATORS SPEC WRITER NOTE: Delete between //---// if not applicable to project. Also delete any other item or paragraph not applicable in
More informationPackaged Terminal Air Conditioner Wall Sleeve Installation
Installation & Maintenance Data IM 1196 Group: PTAC Part Number: 910141799 Date: October 2013 Packaged Terminal Air Conditioner Installation x 42" PGAN with Top-Mounted Hydronic Heat Note: Installation
More informationRESIDENTIAL/COMMERCIAL
RESIDENTIAL/COMMERCIAL CONTRACTOR S INFORMATION MANUAL FOR City of Senatobia Disclaimer The residents or contractors using this information are responsible for complying with the applicable ICC Residential,
More informationTHE DUFFY SCHOOL ADDITION & RENOVATION
THE DUFFY SCHOOL Penn State AE Senior Capstone Project Jeremy Drummond Construction Option Advisor: anumba **Rendering of building supplied by Gary Gardner with Owner Permission April 14 th, 2014 JEREMY
More informationTemporary Batch Plants
Categories EC SE TC WE NS WM Erosion Control Sediment Control Tracking Control Wind Erosion Control Non-Stormwater Management Control Waste Management and Materials Pollution Control Legend: Primary Category
More informationQUOTATION FOR EXAMPLE BATHROOM RENOVATION
QUOTATION FOR EXAMPLE BATHROOM RENOVATION Prepared For: PEGASUS Client 99 Washington St Melrose, MA 02176 Quotation valid for 90 from: 12/21/10 PEGASUS Design-To-Build is pleased to have the opportunity
More informationSECTION 807 PUMP STATION REHABILITATION
SECTION 807 PUMP STATION REHABILITATION 807-1 DESCRIPTION: Rehabilitation of pump stations shall be defined as the cleaning, removal, repair and/or replacement of any and/or all components including but
More informationNatural Thin Stone Veneer
Natural Thin Stone Veneer Until recently, if a project called for the natural look of stone but could not support its weight or thickness, the options were limited to manufactured imitation stone. More
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 informationFoundation Experts, LLC Specializes in Foundation Repair and Waterproofing
1 Most basements show some signs of leaking and cracking. Through the years, problems with water, poor soils, grading, drainage and possible settling affect the integrity of a basement. Being able to recognize
More informationR432. Health, Health Systems Improvement, Licensing. R432-5. Nursing Facility Construction. R432-5-1. Legal Authority. R432-5-2. Purpose.
R432. Health, Health Systems Improvement, Licensing. R432-5. Nursing Facility Construction. R432-5-1. Legal Authority. This rule is promulgated pursuant to Title 26, Chapter 21. R432-5-2. Purpose. The
More informationSeattle Public Schools Building Excellence IV Projects Under Construction
Seattle Public Schools Building Excellence IV Projects Under Construction Project Slide Number Arbor Heights Elementary School 2 Cascadia Elementary School & Robert Eagle Staff Middle School 13 Genesee
More informationSECTION 1 GENERAL REQUIREMENTS
Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,
More informationOPTIMUS WORK CLASSIFICATION LIST ENTER ALL THAT APPLY
Cost Code # Description Cost Code # Description 01 00 00.001 General Requirements 02 00 00.001 Existing Conditions 01 31 19.13.001 Preconstruction Meetings 02 21 00.001 Surveys 01 32 33.001 Photographic
More information48. AQUARIUM. Aquarium. Classification: Cluster: Location: Close to junction of Inselrhue and Loiter Way, Belle Isle. Total Area: No.
Classification: Cluster: Location: Total Area: No. of Stories Aquarium Acreage Owned: Acquired: 1904 Most Recent Improvements: THE AQUARIUM Close to junction of Inselrhue and Loiter Way, Belle Isle Two
More informationSuffolk County Department of Health Services. Division of Environmental Quality
Suffolk County Department of Health Services Division of Environmental Quality Guidelines For the Construction of Storage Areas for Portable Containers ~~~~ Clare B. Bradley, M.D., M.P.H. Suffolk County
More informationSECTION 02401 SHEETING, SHORING AND BRACING
SECTION 02401 SHEETING, SHORING AND BRACING This section should be edited to reflect soil conditions specific to the project site and the recommendations of a Geotechnical Engineer licensed in the State
More informationC-2 Construction, Inc. - NAICS Codes
C-2 Construction, Inc. - NAICS Codes 212313 - Crushed and Broken Granite Mining and Quarrying This U.S. industry comprises: (1) establishments primarily engaged in developing the mine site, and/or mining
More informationReport Index PROPERTY DESCRIPTION 1 ELECTRICAL SYSTEM 2 COMMON INTERIOR AREAS 3 INTERIOR ROOMS 6 KITCHEN 8 BATHROOMS 10
Report Index PROPERTY DESCRIPTION 1 ELECTRICAL SYSTEM 2 COMMON INTERIOR AREAS 3 INTERIOR ROOMS 6 KITCHEN 8 BATHROOMS 10 PROPERTY DESCRIPTION PROPERTY INSPECTED: INSPECTION ADDRESS: 4722 Baltimore Avenue
More informationArizona Health Care Association DISASTER PLANNING AND EMERGENCY MANAGEMENT GUIDE POST INCIDENT DAMAGE ASSESSMENT CHECKLIST
It is essential to perform a Basic Damage Assessment (BDA) following an adverse event to help ensure the safety of building occupants as well as prevent additional losses from occurring. This checklist
More informationBuilding Permits: When are they required?
Building Permits: When are they required? Generally, you need to obtain a building permit from the City whenever you construct, enlarge, alter, repair, move, remove, improve, convert, or demolish a building
More informationREQUEST FOR BOARD ACTION HENDERSON COUNTY BOARD OF COMMISSIONERS. ATTACHMENTS: 1. Construction Management Update
REQUEST FOR BOARD ACTION HENDERSON COUNTY BOARD OF COMMISSIONERS MEETING DATE: March 16, 2011 SUBJECT: PRESENTER: ATTACHMENTS: Construction Management Update David Berry Yes 1. Construction Management
More informationSECTION 02221 SELECTIVE DEMOLITION
SECTION 02221 PART 1 -GENERAL 1.01 DESCRIPTION This section includes all material, labor, machinery and supervision required to demolish and remove the following items where applicable and as noted on
More informationRFI Response RFP: HSCG88-16-R-PQQ015 Replace HVAC Bldg A & C San Diego, CA.
1. There is verbiage in the hazardous material report referring to a state licensed abatement contractor. Within the recommendations part of the report (page 64 of 111 of the specification pdf) is the
More informationAIR RELEASE, CLEANOUT, AND SEWER MANHOLES
AIR RELEASE, CLEANOUT, AND SEWER MANHOLES **From Hartford IM BLDG(10) DESCRIPTION. This work shall consist of the construction of air release, cleanout, and sanitary sewer manholes; and the furnishing
More informationCLEANING CONTRACT BID SPECIFICATIONS
CLEANING CONTRACT BID SPECIFICATIONS A. General Qualifications for contract recipient 1. A detailed, written statement is required of all bidders setting forth commercial cleaning experience, past and
More informationBuilding, Plumbing, Electrical and Residential Water and Sewer Inspection Requirements
Building, Plumbing, Electrical and Residential Water and Sewer Inspection Requirements Charles County Government Planning and Growth Management P.O. Box 2150, La Plata, MD 20646 (301) 645-0692 Schedule
More informationCOMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS
COMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS Permit applicants shall submit three (3) COMPLETE SETS of plans and specifications with each application for a permit. Plans and specifications
More informationHATFIELD TOWNSHIP DEMOLITION PERMIT APPLICATION PROCEDURES
HATFIELD TOWNSHIP DEMOLITION PERMIT APPLICATION PROCEDURES A demolition permit is required for complete demolition of residential or non-residential structures. PART I Location of Property Complete address
More informationLessons Learned, Best Practices and Observations. 2014 2016 Plant Winterization Visits
Lessons Learned, Best Practices and Observations 2014 2016 Plant Winterization Visits EQUIPMENT PROTECTION: Although some of the observations and practices were unique to an entity, the following can be
More informationHigh Performance School Buildings Resource and Strategy Guide
High Performance School Buildings Resource and Strategy Guide Published by: Sustainable Buildings Industry Council With support from: California Energy Commission National Concrete Masonry Association
More informationCSC-DIVISION 1-MASTER SECTIONS Description
CSC-DIVISION 1-MASTER SECTIONS Description 01 11 00 Summary of Work by Consultant 01 12 00 Multiple Contract Summary by Consultant 01 14 00 Work Restrictions see below 01 21 00 Allowances by Consultant
More informationTotal Building Commissioning: Case Study of the U.S. District Courthouse in Salt Lake City, Utah, USA
Total Building Commissioning: Case Study of the U.S. District Courthouse in Salt Lake City, Utah, USA Boggarm S. Setty, P.E., Fellow ASHRAE Setty & Associates, Ltd. 3040 Williams Drive, Suite 600, Fairfax,
More informationVOLUME V GUIDELINES FOR DESIGN CONSULTANT TABLE OF CONTENTS APPENDIX B: MASTER CONSTRUCTION SPECIFICATIONS AND PREPARATION GUIDE, DIVISIONS 0-10
VOLUME V GUIDELINES FOR DESIGN CONSULTANT TABLE OF CONTENTS APPENDIX B: MASTER CONSTRUCTION SPECIFICATIONS AND PREPARATION GUIDE, DIVISIONS 0-10 SECTION B1: PREPARATION GUIDE B1.1 INTRODUCTION... B1-1
More informationConstruction Technologies Career Field Pathways and Course Structure
Courses in Structural Systems (DD) Construction Technologies Career Field Pathways and Course Structure PATHWAY COURSES SUBJECT CODE Construction Technology-Core and Sustainable Construction 1 178000 Carpentry
More informationPage 1 of 6 COMPLIANCE CHECKLIST. > Long Term Care Facility - Nursing Unit
COMPLIANCE CHECKLIST Page 1 of 6 > Long Term Care Facility - Nursing Unit The following checklist is for plan review of new long-term care facilities and new additions to existing long-term care facilities.
More informationPage 1 of 5 COMPLIANCE CHECKLIST. > Hospice Inpatient Facility Nursing Care Unit
COMPLIANCE CHECKLIST Page 1 of 5 > Hospice Inpatient Facility Nursing Care Unit The following checklist is for plan review of hospice inpatient facilities. This checklist is derived from Section 105 CMR
More informationMEASURE G-2010 EXHIBIT B FULL TEXT BALLOT PROPOSITION OF THE SAN JOSE EVERGREEN COMMUNITY COLLEGE DISTRICT BOND MEASURE ELECTION NOVEMBER 2, 2010
MEASURE G-2010 EXHIBIT B FULL TEXT BALLOT PROPOSITION OF THE SAN JOSE EVERGREEN COMMUNITY COLLEGE DISTRICT BOND MEASURE ELECTION NOVEMBER 2, 2010 To better prepare San Jose City College/ Evergreen Valley
More informationSECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.
SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. General: Submit the following in accordance with The General Conditions. 1. Product data for drainage piping specialties. 2. Shop drawings
More informationWHEN IS A PERMIT REQUIRED?
WHEN IS A PERMIT REQUIRED? Any owner, builder, contractor, or other authorized agent who intends to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure,
More informationSECTION XXXXXX TECHNICAL SPECIFICATIONS FOR INSTALLATION OF PROTECTIVE COATINGS FOR MANHOLES, WETWELLS, AND OTHER SANITARY SEWER STRUCTURES
1.00 PART 1 GENERAL 1.01 SCOPE A. It is the intent of this contract to install a 100% solids epoxy monolithic coating to the walls, benches and inverts of all manholes and the specified surfaces of other
More informationSECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe.
SECTION 02763 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Repairs to existing sewer lines by replacing short lengths of failed pipe. 1.02 UNIT PRICES A. Measurement for point repairs is on a unit price
More informationSWIMMING POOL, SPA, & HOT TUB GUIDELINES
SWIMMING POOL, SPA, & HOT TUB GUIDELINES Pool permit cost is based on the total value of the project. See Permit Fee Schedule Table 1A. A. Adopted construction codes and installation requirements 1. 2015
More informationBuilding Condition Assessment Report
Building Condition Assessment Report Asset C3c - Oak Terrace Cottage 121 Address Riverview Lands, 2601 Lougheed Highway, Coquitlam, BC. V5C 4J2 Construction Year Size (Gross Floor Area) 1920. 2,553 Sq.Ft.
More informationSingle Family Residential Basement Finish
How to Use This Guide Building Guide Pottawattamie County Planning & Development Department Building & Safety Division Single Family Residential Basement Finish Provide two (2) sets of plans and complete
More informationHome Inspection Report
4949 Brownsboro Rd Suite 293 Louisville, KY 40223 (502) 414-1440 tripleainspections@gmail.com Inspected By: William Carter, HI-1956 Home Inspection Report Prepared For: Edward Cullen Property Address:
More informationSimplify. Homeownership
Simplify Homeownership Home Pulse An Innovative Program To Maintain Your Home. The Home Pulse Preventive Maintenance Plan will keep your home looking great, dramatically slow the deterioration process
More informationMONTHLY PROJECT CONSTRUCTION PROGRESS REPORT #5
Rendering Provided by McKissick Associates MONTHLY PROJECT CONSTRUCTION PROGRESS REPORT #5 Additions and Alterations to Williamsport Area Middle School Williamsport Area School District 17 July 2012 Geo-Thermal
More information2. What building projects are exempted? (permit not required)
BUILDING AND SAFETY DEPARTMENT 1. What building projects require a permit? Following is a list of projects that require building permits based on Appendix chapter 1 of the California Building Code and
More informationCertification: Building Plans Examiner. Exam ID: B3
Certification: Building Plans Examiner Exam ID: B3 Scope: A Building Plans Examiner will be responsible for reviewing submitted plans to determine if they meet the requirements of the various Building
More informationRequest for Proposal for Construction Management Services
Request for Proposal for Construction Management Services Moorhead Area Public Schools is soliciting Construction Management Agent of the Owner (CMa) proposals for the construction of a new K-4 elementary
More informationSECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily
More informationCONSTRUCTION SAFETY POLICY
California Institute of Technology CONSTRUCTION SAFETY POLICY Caltech Environment, Health, and Safety Office 1200 E. California Blvd., M/C 25-6 Pasadena, CA 91125 Phone: 626.395.6727 Fax: 626.577.6028
More informationMTA UNIVERSAL STATION PEDESTRIAN BRIDGE Los Angeles, CA. Project Manual and Specification 100% PE SUBMITTAL TABLE OF CONTENTS
Los Angeles, CA Project Manual and Specification DIVISION 1 GENERAL CONDITIONS 01 01 10 STATEMENT OF WORK 01 11 00 SUMMARY OF THE WORK 01 14 05 METRO (OWNER) - DIRECTED STOPPAGES 01 20 00 PRICE AND PAYMENT
More informationSCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM
Shepherd University Board of Governors June 9, 2005 Agenda Item No. 9 SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM In 1994 construction began on the Byrd Science and
More informationVILLAS OF TRADITIONS AT GREY OAKS
Report of Turnover Survey VILLAS OF TRADITIONS AT GREY OAKS Grey Oaks Development Naples, Collier County, Florida Forge Engineering Project Number 2907-001.01 March 2015 Richard P..Lundberg, P.E cn=richard
More informationWET/DAMP BASEMENTS ANSWER: BASEMENT WALLS AND FLOORS CAN BECOME WET BY A LEAK, CAPILLARY SUCTION OR CONDENSATION.
WET/DAMP BASEMENTS PROBLEM. IS THIS BASEMENT LEAKING OR COULD WE HAVE ANOTHER PROBLEM? Water line arching up on wall in corners of basement. Water collecting on concrete floor starting in corners. ANSWER:
More informationHow to Estimate the Cost of a. Laboratory Renovation. Candidate Number: 0714144
How to Estimate the Cost of a Laboratory Renovation Candidate Number: 0714144 December 15, 2014 1 Table of Contents Cover Page Page 1 Table of Contents Page 2 Introduction Page 3 Types & Methods of Measurements
More information