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PROVINCE OF NOVA SCOTIA DEPARTMENT OF TRANSPORTATION AND INFRASTRUCTURE RENEWAL DTIR Document DC350 APPENDICES DESIGN REQUIREMENTS Appendix A Performance Criteria for Design Projects 2010 EDITION Printed September 21, 2010 DC 350, Appendix A is not intended to be a complete architectural, mechanical or electrical specification for all projects. Such a complete specification must be written for each project by the Project Consultant. This section, in conjunction with DC 350, Part 1 and Part 2 and other Appendices, and client department design requirements, specifies, in outline form, the minimum acceptable standards for design services and building components.

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Page 1: APPENDICES DESIGN REQUIREMENTS Appendix A Performance …

PROVINCE OF NOVA SCOTIADEPARTMENT OF TRANSPORTATION AND INFRASTRUCTURE RENEWAL

DTIR Document DC350

APPENDICES

DESIGN REQUIREMENTS

Appendix A

Performance Criteriafor

Design Projects

2010 EDITION

Printed September 21, 2010

DC 350, Appendix A is not intended to be a complete architectural, mechanical or electricalspecification for all projects. Such a complete specification must be written for each project bythe Project Consultant.

This section, in conjunction with DC 350, Part 1 and Part 2 and other Appendices, and clientdepartment design requirements, specifies, in outline form, the minimum acceptable standardsfor design services and building components.

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DTIR - DC 350 Performance Criteria Appendix ADesign Requirements Manual for 2010 EDITION Design Projects September 21, 2010

1

1 PROFESSIONAL CONSULTANTS

1.1 All design services shall be provided by architects, mechanical engineers, electricalengineers, structural engineers, civil engineers, and landscape architects who areregistered with the respective professional association within the Province of NovaScotia. Professional Consultants shall provide complete consulting services during allstages of the projects as outlined by their professional associations. The PrimeConsultant; or in the case of a Design Build Project, the Contractor must confirm/identifytheir consulting team prior to the signing of the contract. Any change to the consultingteam must be accepted and approved by the Department of Transportation andInfrastructure Renewal.

2 DESIGN REVIEW PROCESS

2.1 At the end of the Schematic Design, Design Development and Construction Documentsstages of the project the Consultant; or in the case of a Design Build, the Contractor,shall submit to the DTIR for review and approval, drawings, specifications, and estimatesthat explain /detail the project. DTIR and our client Department will review thesubmitted material and shall provide written comments to the Consultant / Contractorwithin the time identified in Appendix B for the individual Stages of the Work. TheConsultant /Contrator, in timely fashion, shall submit a written respons to each reviewcomment outlining pending action(s)

2.2 The Consultant; or in the case of a Design Build, the Contractor may not move to thenext Stage of the project (as outlined in Appendix ‘B’ attached) until they have receivedwritten comments from the Department of Transportation and Infrastructure Renewal andthe client Department on the Contractor’s previous submission and the Contractor hasprovided an acceptable written response to Department of Transportation andInfrastructure Renewal and the client Department comments.

2.3 It is the province’s objective through this process, to build high quality buildings with a40-50 year life cycle. Although parts of this manual are meant to be/act as aguideline/performance document, if the consultant (after careful consideration anddiscussion by both parties) is unable to convince client Department and the Department ofTransportation and Infrastructure Renewal staff that, what the Consultant is proposing isequal to or exceeds the intent of the design guidelines as interpreted by Department ofTransportation and Infrastructure Renewal and the client Department staff, then DTIRand the client Department staff will make the final decision on all interpretations of thedesign guidelines.

END

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PROVINCE OF NOVA SCOTIADEPARTMENT OF TRANSPORTATION AND INFRASTRUCTURE RENEWAL

DTIR Document DC350

APPENDICES

DESIGN REQUIREMENTS

Appendix B

Design Review Process

2010 EDITION

September 21, 2010

DC 350, Appendix B is not intended to be a complete architectural, mechanical or electricalspecification for all projects. Such a complete specification must be written for each project bythe Project Consultant.

This section, in conjunction with DC 350, Part 1 and Client Department design requirements andother Appendices, specifies, in outline form, the minimum acceptable standards for designservices and building components.

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DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual

2010 EDITION September 21, 2010

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GOVERNMENT OF NOVA SCOTIADESIGN REVIEW PROCESS

1 All information (drawings, specifications, reports) to be submitted in accordance withstandard practice procedures as described in the Professional Handbooks of Practice forArchitects and Engineers. All work is to be prepared in conjunction with the ProvincialActs and Regulations for both Nova Scotia Professional Associations.

2 Document submissions, for review and approval, are to be provided to the Department ofTransportation and Infrastructure Renewal and the client Department in accordance withthe following stages and submission guidelines. Written responses to these submissionswill be provided in a timely manner necessary to reasonably allow the work to continue.

3 Written responses to the province’s comments on a submission from the Consultant; or inthe case of a Design Build, the Contractor , must be provided by the Consultant; or in thecase of a Design Build , the contractor prior to starting the next stage. Government staffwill make every effort to achieve dates agreed to, but may require additional timedepending on work load and number of submissions made at one time.

4 Prior to the start of construction, the Consultant; or in the case of a Design Build theContractor and the Contractor’s consulting team must provide the province with a writtencertification that all standards in the design guidelines of the bid documents have beenmet. The province also reserves the right to inspect all work, without notice, to ensurecompliance with the DC350 - Design Requirements Manual and good building practice. Inspections will be carried out by DTIR staff or consultants acting as their agents. TheConsultant or in the case of a Design Build project, the Contractor shall also providecopies of all inspection reports, including but not limited to; Consultant’s orContractor’s Consultant site review reports, geotechnical, testing, balancing, andunderground services.

5 In addition to other meeting requirements, the Consultant or the Contractor’s Consultantshall attend a minimum of 3 meetings with DTIR and the client Department - at amutually convenient location: as well as 3 meetings , 3.5 hours each, in the subjectcommunity, for the purposes of consultation with users groups regarding detailed design.

6 Following Sign Off by Department of Transportation and the client Department in stages1 through 5, Design teams shall not make major changes to approved systems andlayouts, beyond the changes required to improve and complete those systems withoutwritten approval from the Minister’s Representative.

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DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual

2010 EDITION September 21, 2010

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STAGE 1 - SCHEMATIC DESIGN STAGE

1 The Schematic Design Documents shall consist of the documents required to illustrate thescale and character of the Project and how the parts of the Project functionally relate toeach other, in sufficient detail to fully interpret the program.

2 Purpose: to demonstrate compliance with approved Program2.1 Review by DTIR , and our client Department.2.2 Sign Off by DTIR, and our client Department and the, and the Contractor.

3 Information Required:3.1 Design Concept Brief3.2 Space Program Comparison Report3.3 Architectural Schematic Floor Plans3.4 Architectural Schematic Building Elevations (including major elements)3.5 Architectural Schematic Building Sections (minimum scale 1:200)3.6 Schematic Site Plan3.7 Class ‘D’ estimate3.8 Outline specification including architectural, mechanical, electrical and structural3.9 Building Code Analysis Report3.10 LEED Target Summary Report including overview of sustainable initiatives.3.11 All documentation required by the LEED Commissioning Agent.

4 Submission4.1 Submit eight (8) copies of Schematic Design Documents

5 Timing5.1 To be submitted within 6 weeks of receiving award to proceed from the DTIR5.2 The Province will provide comments within 15 working days of Design Development

submission

STAGE 2 - DESIGN DEVELOPMENT STAGE

1 The Design Development Documents shall consist of drawings, specifications, reportsand other documents appropriate to the size of the Project, required to describe andrepresent the size and character of the entire Project as to the architectural, structural,mechanical, electrical and landscape systems, including materials and other elements asare appropriate.

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DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual

2010 EDITION September 21, 2010

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2 Purpose:2.1 To demonstrate compliance with approved Program2.1.1 Review by DTIR, the our client Department 2.1.2 Sign Off by DTIR, the client Department , and the Design -Build Contractor if applicable.

3 Information Required:3.1 Design Development Brief3.2 Space Program Comparison Report3.3 Civil Drawings: Site Plan, Grading Plan & Servicing 3.4 Landscape Drawings: Site Layout3.5 Architectural Drawings: Floor plans, Building Elevations, Building Sections and Building

Envelope Details3.6 Structural: Foundation, Floor & Roof Framing and Details 3.7 Mechanical Drawings: HVAC, Plumbing, and Piping Floor Plans3.8 Electrical Drawings: Site Plan, Power Plans, Communications Plans, Lighting Plans and

Details3.9 Class ‘C’ estimate3.10 Outline specification including architectural, structural, civil, landscape, mechanical,

electrical and structural3.11 Building Code Analysis Report3.12 LEED Target Summary Report including overview of sustainable initiatives.3.13 All documentation required by the LEED Commissioning Agent.

4 Submission4.1 Submit eight(8) copies of Design Development Documents

5 Timing:5.1 Department of Education and Department of Transportation and Infrastructure Renewal

shall provide comments within 15 working days.

STAGE 3 - CONSTRUCTION DOCUMENT STAGE

1 Construction Documents shall consist of drawings and specifications setting forth indetail the requirements for the construction of the Project.

2 Purpose:2.1 To demonstrate compliance with approved design and design guidelines2.1.1 Review by DTIR, the client Department .

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DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual

2010 EDITION September 21, 2010

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2.1.2 Sign Off by DTIR, the client Department , and Design Build Contractor if applicable.

3 Information Required at 50% and 100%:3.1 All Civil Work 3.2 Landscape Work3.3 All Structural Work3.4 All Architectural Work3.5 All Mechanical Work3.6 All Electrical Work3.7 All Specifications including LEED Commissioning Plan

4 Submission:4.1 Submit 10 full size sets of above information.4.2 Submit 5 drawing sets at half size.

5 Timing:5.1 To be submitted by Contractor in two submssions, at 50% and 100% completion as

identified above, at intervals agreed to by the Minister’s Representative but not to exceed6 weeks of Stage 2 approval by Department of Transportation and Infrastructure Renewal.

5.2 The province shall provide written comments within 15 working days.

STAGE 4 - FUNCTIONAL PERFORMANCE TESTING STAGE

1 Purpose1.1 Review by DTIR, client Department .1.2 Sign Off by DTIR, the client Department , and the Design Build Contractor, if applicable.

2 Information Required:2.1 Written plan and appropriate performance requirements2.2 For LEED registered projects provide documentation required by Owner’s LEED

Commissioning Agent.

3 Timing3.1 To be submitted by Contractor 3 months prior to Substantial Performance.3.2 DTIR and Client Department to provide written comments within 15 working days of

receiving Stage 4 submission.

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DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual

2010 EDITION September 21, 2010

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STAGE 5 - OCCUPANCY

1 Components:1.1 Substantial Completion1.2 Functional Performance Testing Report1.3 As-builts and Warranty1.4 Final Completion Date1.5 Operation and Maintenance Manuals

2 Purpose:2.1 Review by DTIR, the client Department .2.2 Sign Off by DTIR, the client Department, and the Design Build Contractor, if applicable.

3 Information Required:3.1 For LEED registered projects provide documentation required by Owner’s LEED

Commissioning Agent3.2 6 copies of all above noted documentation, reports, permits and any other required

documentation3.3 3 copies of Operating and Maintenance Manuals.3.4 3 hard copies of As-built drawings3.5 3 copies of As-built drawings on 3 CD’s.

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PROVINCE OF NOVA SCOTIADEPARTMENT OF TRANSPORTATION AND INFRASTRUCTURE RENEWAL

DTIR Document DC350

APPENDICES

EDUCATIONAL FACILITIES DESIGN REQUIREMENTS

Appendix C

Drawings and Sketch Details

2010 EDITION

September 21, 2010

DC 350, Appendix B is not intended to be a complete architectural, mechanical or electricalspecification for a school project. Such a complete specification must be written for each projectby the Project Consultant.

This section, in conjunction with DC 350, Part 1 and Part 2 and other Appendices, specifies, inoutline form, the minimum acceptable standards for school components.

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ASSISTIVE CARE W.R.
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LEARNING SUPPORT AND LIFE SKILLS
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KITCHEN
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CORRIDOR
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BARRIER FREE SHOWER
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TOTE STORAGE
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ADULT CHANGE TABLE
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4' BARRIER FREE COUNTER
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REFRIDGERATOR
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BUILT IN BOOKCASE BELOW WINDOWS
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12' TYPICAL CLASSROOM CASEWORK
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2007 EDITION
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NOTE: THIS DRAWING IS INTENDED TO THIS DRAWING IS INTENDED TO SHOW THE GENERAL LAYOUT AND RELATIONSHIP OF SPACES WITHIN THE LEARNING SUPPORT ROOMS. FOR MILLWORK REQUIREMENTS, REFER TO THE ROOM DATA SHEETS OF THE DESIGN REQUIREMENTS MANUAL
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NOTE: CLASSROOMS OVER 1200 SQ.FT. CLASSROOMS OVER 1200 SQ.FT. SHALL INCORPORATE A FOLDING PARTITION TO CREATE TWO SEPERATE LEARNING AREAS. OPTIONAL LOCATION OF WASHER/DRYER IN ASSISTIVE CARE WASHROOM.
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EYE WASH & SHOWER
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FIRE BLANKET
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SAFETY GOGGLES
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FLAMMABLE STORAGE
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PREP. ROOM
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CHEMICAL STORAGE
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ACCESS TO ADJACENT SCIENCE LAB
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CHEMISTRY LAB
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BARRIER FREE BENCH LAB
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DEMO DESK
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Transportation and Public Works
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DESIGN REQUIREMENTS MANUAL
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CHEMISTRY LAB
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DEMO DESK WITH SINK
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Transportation and Public Works
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BARRIER FREE
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BUILT-IN DISHWASHERS
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INTERCONNECTING DOORWAY TO NUTRITION/TEXTILES TYP. CLASSROOM TO INCLUDE BOOKCASES AND LOCKABLE STORAGE SEE ROOM DATA SHEET
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FRONT OR SIDE CONSOLE CERANTOP RANGES WITH EXHAUST HOODS X 4
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REFRIGRATOR
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TO CORRIDOR
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INTERCONNECTED LAUNDARY/CHANGE ROOM
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W
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D
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4 MOVABLE CARTS WITH MICROWAVES
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MIRROR
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FREEZER
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WB
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192"x48"
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TEXTILES AREA
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NUTRITION AREA
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NOTE: TYPICAL NUTRITION AREA TO BE 1200 SQ.FT. TYPICAL TEXTILE AREA TO BE 1000 SQ. FT.
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PORTABLE CUTTING TABLES X 5 (NIC)
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DWG. NO.
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DC350
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NUTRITION
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INFORMATION TECHNOLOGY LAB
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PROJECTION SCREEN 1830H X 2140 W CENTRED ON COMMUNICATION BOARD
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SAFETY ZONE AS REQUIRED
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CORRIDOR
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10' RACK STORAGE FLOOR TO CEILING
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8' CABINET STORAGE FLOOR TO CEILING
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EYE-WASH STATION
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TUB SINK WITH FOOT CONTROLS
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TABLE SAW
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WORKBENCH
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WORKBENCH
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WORKBENCH
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JOINTER
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OUTSIDE ACCESS
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ACCESS TO ADJACENT TECHNOLOGY EDUCATION CLASSROOM
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10' LONG x 24" DEEP COUNTER AREA C/W BUTCHER BLOCK TOP, 18" DEEP STORAGE CABINET BELOW WITH ADJUSTABLE SHELVING.
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CORRIDOR
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COAT CLOSET
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ROOM
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STAFF
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FRIDGE
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SUITABLE FOR
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48"x48"
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NOTE:
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BOTH WATERCLOSETS TO HAVE
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BARRIER FREE WALL HUNG
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LAVATORIES. BOTH SHOWERS
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TO BE BARRIER FREE.
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HOOK
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HOOK
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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TYPICAL STAFF ROOM LAYOUT
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W01-02-01-02
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N.T.S.
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ASK-12
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07-01-10
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UNIT 1
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UNIT 2
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UNIT 3
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UNIT 4
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19mm SHELVES EVENLY SPACED
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915
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915
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915
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915
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NOTE: PRIMARY,1,2 CLASSES INCLUDE SINKS. GRADES 3-12, UNITS 2 ADJUSTABLE SHELVESHAVE, NO SINKS REFER TO ROOM DATA SHEETS FOR MOUNTING HEIGHTS
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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TYPICAL CLASSROOM CASEWORK ELEVATION
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W01-02-01-02
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N.T.S.
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ASK-13
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07-01-10
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19mm ADJUSTABLE SHELVES C/W EDGE
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19mm BACK
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19mm DOOR C/W 5 HINGES PER LEAF
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COAT HOOK SECURED TO DOOR 1600mm FROM FINISHED FLOOR.
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NOTES: TEACHER'S CLOSET DOOR SHALL BE LOCKABLE. PROVIDE ALL HARDWARE ITEMS: HINGES, PULLS, SHELF SUPPORTS, COAT HOOKS, DOOR HOOKS.
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6mm DIA. HOLES FOR SHELF SUPPORTS @ 50 O.C. ±
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BASE
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BASE
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SECTION A
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SECTION B
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PLAN
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19mm BACK
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19mm DOOR C/W 5 HINGES PER LEAF
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A
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B
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19mm ADJUSTABLE SHELVES C/W EDGE
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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UNIT ONE - TEACHER'S CLOSET
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W01-02-01-02
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N.T.S.
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ASK-13a
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07-01-10
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TYPICAL CLASSROOM CASEWORK
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BASE
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19mm FIXED SHELF C/W EDGE
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POST-FORMED COUNTER TOP C/W BACKSPLASH
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19mm ADJUSTABLE SHELVES C/W EDGE
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19mm FIXED SHELVES C/W EDGE
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NOTE: PRIMARY,1,2 CLASSES INCLUDE SINKS. GRADES 3-12, PROVIDE 2 ADJUSTABLE SHELVES, NO SINKS. REFER TO ROOM DATA SHEETS FOR COUNTER TOP A.F.F. HEIGHTS
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2006 EDITION
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UNIT 2 - STANDARD CABINET
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W01-02-01-02
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N.T.S.
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ASK-13b
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06-10-10
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TYPICAL CLASSROOM CASEWORK
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BASE
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19mm FIXED SHELVES C/W EDGE
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POST-FORMED COUNTER TOP C/W BACKSPLASH
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19mm ADJUSTABLE SHELVES C/W EDGE
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19mm FIXED SHELVES C/W EDGE
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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UNIT 3 - UNIT STORAGE
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W01-02-01-02
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N.T.S.
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ASK-13c
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07-01-10
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TYPICAL CLASSROOM CASEWORK
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NOTES: LATERAL FILE DRAWERS SHALL BE LOCKABLE. PROVIDE ALL HARDWARE ITEMS: HINGES, PULLS, SHELF SUPPORTS, COAT HOOKS, DOOR HOOKS.
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19mm ADJUSTABLE SHELVES C/W EDGE
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19mm BACK
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LATERAL FILE DRAWERS C/W LOCKS AND FILE ROD SUPPORTS
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9mm DOORS ON UPPER CABINET SECTION.
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ADJUSTABLE SHELF
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ELEVATION
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SECTION
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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UNIT FOUR - CABINET AND LATERAL FILES
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W01-02-01-02
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N.T.S.
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ASK-13d
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07-01-10
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TYPICAL CLASSROOM CASEWORK
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TOP: P'LAM SURFACE 3mm PVC EDGES ON ALL EXPOSED EDGES.
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PULL OUT KEYBOARD TRAY 610mm x 356mm
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SIDE GABLE: P'LAM BOTH SIDES 3mm PVC EDGING ON ALL EXPOSED EDGES.
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BACK GABLE: P'LAM BOTH SIDES 3mm PVC EDGING ON ALL EXPOSED EDGES.
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CPU BOX: P'LAM BOTH SIDES 3mm PVC EDGING ON ALL EXPOSED EDGES. OPEN AT REAR.
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POWER & DATA RACEWAY.
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DRAWER: W/FULL SUSPENSION SLIDE P'LAM ALL EXPOSED SURFACES 3mm PVC EDGING ON ALL EXPOSED EDGES.
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POWER & DATA RACEWAY.
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POWER & DATA RACEWAY.
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BACK GABLE: P'LAM BOTH SIDES 3mm PVC EDGING ON ALL EXPOSED EDGES.
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LINE OF CPU BOX BEYOND.
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LINE OF DRAWER UNIT BEYOND.
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FRONT ELEVATION
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GABLE SIDE ELEVATION
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L
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DESIGN AND CONSTRUCTION TO MEET APPLICABLE CODES.
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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W01-02-01-02
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N.T.S.
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ASK-14
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07-01-10
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TPYICAL TECH. EDUCATION COMPUTER DESK
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19mm BACK
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PROVIDE ALL HARDWARE ITEMS: HINGES, PULLS, SHELF SUPPORTS, COAT HOOKS, DOOR HOOKS.
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19mm DOOR C/W 5 HINGES PER LEAF C/W EDGE
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BASE
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19mm ADJUSTABLE SHELVES
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LOCKABLE DOOR
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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ASSISTIVE CARE WASHROOM TOTE STORAGE
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W01-02-01-02
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N.T.S.
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ASK-15
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07-01-10
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A
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B
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FIXED SHELF 19mm MELAMINE C/W 3mm PVC EDGE
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19mm MELAMINE BACK
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ELEVATION A
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SECTION B
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RUBBER BASE
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PLAN
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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VISUAL ARTS ROOM - ART STORAGE CABINET
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W01-02-01-02
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N.T.S.
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ASK-16
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07-01-10
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19mm ADJUSTABLE SHELVES
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SECTION A
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PLAN
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19mm FIXED SHELF C/W EDGE
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19mm LOCKABLE DOOR C/W EDGE
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SECTION B
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BASE
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B
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A
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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DRAMA ROOM - COSTUME STORAGE CABINET
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W01-02-01-02
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N.T.S.
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ASK-17
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07-01-10
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2 - 38 X 89 MAPLE/BIRCH CONTIN. C/W RADIUSED EDGES BOLT & PLUG TO BRACKET
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19 X 55 NOM. MAPLE APRON
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38 X 38 TUBULAR PIPE BRACKETS C/W 75 X 330 X 6 MOUNTING PLATE. 2 BOLTS PER BRACKET (TOGGLE BOLTS FOR BLOCK & CONCRETE. INSERT TYPE FOR INSULATED FORMING SYSTEM)
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45 X 152 TURNED MAPLE/BIRCH COAT HOOKS (MILK BOTTLE SHAPE) 200mm O.C. DOWELLED & GLUED INTO PLATE. SECURE PLATE WITH SCREW AND FINISH WITH WOOD BUTTON CAP.
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38 X 140 MAPLE/BIRCH PLATE CONTIN. BETWEEN BRACKETS
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NOTES: REINFORCE BEHIND DRYWALL WHERE REQUIRED - REFER TO FLOOR PLANS. BRACKETS & PLATES PAINTED, WOOD CLEAR FINISH. FULL RADIUS RETURN AT ALL BENCH AND SHELF ENDS.
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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COAT HOOKS, HAT RACK
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W01-02-01-02
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N.T.S.
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ASK-18
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07-01-10
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254
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13mm DIA. THREADED ROD, HILTI HIT HY150 INJECTION ADHESIVE ANCHORS
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CONTINUOUS 4'X4'X ' 14' STEEL ANGLE SECURED @ 2' 0/C.
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13mm DIA. THREADED ROD & 2" WASHER. HILTI HIT HY150 INJECTION ADHESIVE ANCHORS.
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NOTE; LOCKERS TO BE SUPPLIED WITHOUT LOCKER BASES. REINFORCE BEHIND DRYWALL WHERE REQUIRED - REFER TO FLOOR PLANS.
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LOCKER
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LOCKER
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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LOCKER SUPPORT DETAIL
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W01-02-01-02
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N.T.S.
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ASK-19
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07-01-10
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4'-0"
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4'-0"
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11'-0"
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10'-0"JR/SR HIGH
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TO GRADE.
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6" WELL
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CASTING
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3'-0"
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4'-0"
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2'-8"
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1'-0"
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REINFORCED " PLATE METAL 14" PLATE METAL BACKBOARD. HEAVY METAL RIM 18" DIA. 12" TO 2" ROLLED FLAT BAR.
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2"x2"x " BASE PLATE AND 34" BASE PLATE AND GUSSET. TO BE INSTALLED WITH " 34" ANCHOR BOLTS, 1'-0" BELOW GRADE.
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18"
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8'-6" ELEMENTARY
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Public Works
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DC350
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DESIGN REQUIREMENTS MANUAL
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2007 EDITION
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OUTSIDE BASKETBALL STANDARD
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W01-02-01-02
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N.T.S.
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ASK-20
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07-01-10
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CLASSROOM
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SEE NOTE 1
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TELEPHONE HANDSET
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TEACHERS DESK
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CORRIDOR
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NOTE 1: DOUBLE GANG BACKBOX, CONDUIT STUB C/W BLANK COVERPLATE. MULTIMEDIA OUTLET. SINGLE VOICE OUTLET (MOUNTED 1200 AFF IN HRCE ONLY). DUAL DATA OUTLET. QUAD RECEPTACLE. NOTE 2: RECEPTACLE FOR INTERACTIVE ELECTRONIC WHITEBOARD, LOCATE BELOW LEFT-HAND SIDE OF WHITEBOARD. NOTE 3: RECEPTACLE(S) FOR PORTABLE DEVICE CHARGING NOTE 4: RECEPTACLES FOR PORTABLE DEVICE CHARGING MOUNTED ABOVE COUNTER / IN MILLWORK NOTE 5: RECEPTACLE FOR SECURE PORTABLE DEVICE STORAGE TUB CHARGING MOUNTED IN MILLWORK NOTE 6: CEILING MOUNTED QUAD RECEPTACLE, DUAL DATA OUTLET (1 FOR FUTURE AP POINT), AND MULTIMEDIA OUTLET FOR LCD PROJECTOR, MOUNT 5'-0" FROM WHITEBOARD NOTE 7: CEILING MOUNTED DUAL DATA OUTLET, MOUNT 5'-0" FROM REAR WALL. NOTE 8: HOUSEKEEPING RECEPTACLE. NOTE 9: QUAD RECEPTACLE FOR AMPLIFIER MOUNTED IN MILLWORK NOTE 10: DUPLEX RECEPTACLE, LOCATE A MINIMUM OF 12" FROM CENTRE LINE OF WHITE BOARD, 6" BELOW CEILING. NOTE 11: PROVIDE A DOUBLE GANG BACKBOX C/W STAINLESS STEEL COVERPLATE, PROVIDE A GROMITTED 1" HOLE IN PLATE, LOCATE A MINIMUM OF 12" FROM CENTRE LINE OF WHITE BOARD, 6" BELOW CEILING.
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SEE NOTE 7
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SEE NOTE 3
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SEE NOTE 2
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SEE NOTE 8
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SEE NOTE 6
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SEE NOTE 9
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SEE NOTE 8
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SEE NOTE 5
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SEE NOTE 4
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SEE NOTE 10
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SEE NOTE 11
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SEE NOTE 3
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DWG. NO.
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SCALE
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PROJECT NO.
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PROJECT
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DRAWING
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DATE:
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Public Works
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Transportation and Infrastructure Renewal
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DC350
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DESIGN REQUIREMENTS MANUAL
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2010 EDITION
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ELECTRICAL CLASSROOM CO-ORDINATION
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W01-02-01-02
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N.T.S.
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ESK-1
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09-04-02
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NOTE: THIS DRAWING IS INTENDED TO SHOW THE RELATIONSHIP OF ELECTRICAL EQUIPMENT WITHIN A TYPICAL CLASSROOM, ADAPT THIS LAYOUT TO SUIT EACH CLASSROOM. PROVIDE ALL DC350 REQUIRED EQUIPMENT
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REVISED MARCH 9, 2020
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PROVINCE OF NOVA SCOTIADEPARTMENT OF TRANSPORTATION AND INFRASTRUCTURE RENEWAL

DTIR Document DC350

APPENDICES

EDUCATIONAL FACILITIES DESIGN REQUIREMENTS

Appendix D

Gymnasium Floor Layout

2007 EDITION

September 21, 2010

DC 350, Appendix B is not intended to be a complete architectural, mechanical or electricalspecification for a school project. Such a complete specification must be written for each projectby the Project Consultant.

This section, in conjunction with DC 350, Part 1 and Part 2 and other Appendices, specifies, inoutline form, the minimum acceptable standards for school components.

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Public Works - Building Design GroupTransportation and Public Works

GL 1

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OUTSIDE
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OUTSIDE
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OUTSIDE
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R=1524
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PS
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PS
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C
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PS
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PS
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OUTSIDE
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OUTSIDE
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OUTSIDE
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C
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C
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C
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C
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C
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OUTSIDE
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PSV
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PSV
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BH
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BS
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C
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C
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OUTSIDE
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C
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TYPICAL
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TYPICAL
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BLUE
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GAMES AREA
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50 WIDE SOLID LINES
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R=4267
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%%ULINE LEGEND:
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%%uCOLOUR
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%%uSYMBOL
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%%uDESCRIPTION
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BLACK
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BASKETBALL COURT
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WHITE
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BADMINTON COURT
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RED
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VOLLEYBALL COURT
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%%uWIDTH
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50 WIDE SOLID LINES EXCEPT 100 WIDE AT PERIMETER
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50 WIDE SOLID LINES
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40 WIDE SOLID LINES
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%%uNOTES:
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2. BADMINTON POLE SOCKETS ARE TO BE CENTERED ON THE OUTSIDE LINE OF THE DOUBLE COURT.
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3. VOLLEYBALL POLE SOCKETS ARE TO BE SET MINIMUM 1000 OUTSIDE OF THE LINE OF THE COURT.
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1. NOTE THAT DIMENSIONS MAY BE TO CENTERLINE OF COURT MARKING, OR TO OUTSIDE OF LINE AS INDICATED ON THE DRAWING.
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PSV
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POLE SOCKET - VOLLEYBALL
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PS
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POLE SOCKET - BADMINTON
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BH
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BASKETBALL HOOP, 450 INSIDE DIAMETER MOUNTED AT 3050 ABOVE FINISHED FLOOR [A.F.F.].
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BS
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BASKETBALL BACKSTOP, 1200 HIGH X 1800 WIDE, MOUNTED AT 2750 A.F.F. TO BOTTOM OF BACKSTOP.
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%%ULEGEND:
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TO TOP OF HOOP
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NOTE: WHERE COURT LINES INTERSECT, LINES ARE TO BE GAPPED. DO NOT PAINT COURT LINES OVER OTHER COURT LINES.
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4. REFER TO TWO PIECE FLOATING FLOOR SOCKET DETAIL FOR POLE SOCKET INSTALLATION CRITERIA.
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CONCRETE SLAB
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GYM FLOOR
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4.76 X 31.75 STOVE BOLT
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12.7 MAXIMUM
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RESILIENT SUPPORT SYSTEM (SYSTEM AND HEIGHT VARIES)
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FLOOR SOCKET [CENTAUR C-164 OR EQUIVALENT]
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DROP-IN CAP AND RING [CENTAUR C-164 OR EQUIVALENT]
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95 INSIDE DIAMETER
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49 INSIDE DIAMETER
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GYM
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1
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TWO PIECE FLOATING POLE SOCKET DETAIL
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SCALE: N.T.S.
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PAINT THIS COURT FIRST.
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PRIORITY OF COURT LINES IS TO BE AS FOLLOWS:
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1. BASKETBALL,
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2. VOLLEYBALL
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3. BADMINTON.
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%%uNOTE:%%u POSTS USED WITH THIS SOCKET ARE TO BE FABRICATED
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USING 48.26 OUTSIDE DIAMETER TUBING, IN ORDER TO OBTAIN A CORRECT FIT.
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%%uDESCRIPTION: - TWO PIECE FLOATING FLOOR SOCKET%%u
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SUPPLIED IN TWO SEPARATE PIECES. THE BASE FITS INTO THE CONCRETE SUB-FLOOR.
AutoCAD SHX Text
A TOP RING DROP-IN PLATE FITS INTO THE FINISHED FLOOR, ALLOWING SUFFICIENT
AutoCAD SHX Text
MOVEMENT OF THE FLOOR AND YET, LEAVING SPACE FOR THE POSTS TO FIT INTO
AutoCAD SHX Text
THE SOCKET BELOW.
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R=1524
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C
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C
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R = 6250
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(OUTSIDE)
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C
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BASKETBALL
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5. COURT SIDELINE CLEARANCES ASSUME CLEAR DIMENSION AS INDICATED ON PLAN WITH NO INTRUSIONS INTO THE SPACE.
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6. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.
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7. MINIMUM RUNOFF SPACE AT ENDS OF BASKETBALL COURT TO BE 1524.
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KEY PLAN
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AREA = 3250 Sq. Ft.
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65'-0" X 50'-0"
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May 10 2001
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1 : 50
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ELEMENTARY GYM
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jjl
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GYMNASIUM FLOOR LAYOUT
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DRAWING NO.
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TENDER NO.
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CONSULTANT'S NO.
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DEPT. PROJECT NO.
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DRAWN BY
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SEAL
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SEAL
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DEPT. APPROVAL
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DATE
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APPROVED
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SCALE
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DRAWING
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PROJECT
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DATE
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REVISIONS
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B - Drawing No.
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A - Detail No.
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B
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A
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CHECKED
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REVIEWED
Page 38: APPENDICES DESIGN REQUIREMENTS Appendix A Performance …

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Public Works - Building Design GroupTransportation and Public Works

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PSV
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PS
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PS
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C
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PS
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PS
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PS
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PS
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PS
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PS
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OUTSIDE
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OUTSIDE
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OUTSIDE
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OUTSIDE
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OUTSIDE
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C
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C
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C
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C
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C
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C
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C
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C
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OUTSIDE
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PSV
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R= 1800
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R = 6250
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BH
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BS
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(OUTSIDE)
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C
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C
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OUTSIDE
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BLUE
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GAMES AREA
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50 WIDE SOLID LINES
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%%ULINE LEGEND:
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%%uCOLOUR
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%%uSYMBOL
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%%uDESCRIPTION
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BLACK
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BASKETBALL COURT
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WHITE
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BADMINTON COURT
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RED
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VOLLEYBALL COURT
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%%uWIDTH
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50 WIDE SOLID LINES EXCEPT 200 WIDE AT PERIMETER
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50 WIDE SOLID LINES
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40 WIDE SOLID LINES
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%%uNOTES:
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2. BADMINTON POLE SOCKETS ARE TO BE CENTERED ON THE OUTSIDE LINE OF THE DOUBLE COURT.
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3. VOLLEYBALL POLE SOCKETS ARE TO BE SET MINIMUM 1000 OUTSIDE OF THE LINE OF THE COURT.
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1. NOTE THAT DIMENSIONS MAY BE TO CENTERLINE OF COURT MARKING, OR TO OUTSIDE OF LINE AS INDICATED ON THE DRAWING.
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PSV
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POLE SOCKET - VOLLEYBALL
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PS
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POLE SOCKET - BADMINTON
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BH
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BASKETBALL HOOP, 450 INSIDE DIAMETER MOUNTED AT 3050 ABOVE FINISHED FLOOR [A.F.F.].
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BS
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BASKETBALL BACKSTOP, 1200 HIGH X 1800 WIDE, MOUNTED AT 2750 A.F.F. TO BOTTOM OF BACKSTOP
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%%ULEGEND:
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TO TOP OF HOOP
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NOTE: WHERE COURT LINES INTERSECT, LINES ARE TO BE GAPPED. DO NOT PAINT COURT LINES OVER OTHER COURT LINES.
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4. REFER TO TWO PIECE FLOATING FLOOR SOCKET DETAIL FOR POLE SOCKET INSTALLATION CRITERIA.
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CONCRETE SLAB
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GYM FLOOR
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4.76 X 31.75 STOVE BOLT
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12.7 MAXIMUM
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RESILIENT SUPPORT SYSTEM (SYSTEM AND HEIGHT VARIES)
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FLOOR SOCKET [CENTAUR C-164 OR EQUIVALENT]
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DROP-IN CAP AND RING [CENTAUR C-164 OR EQUIVALENT]
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95 INSIDE DIAMETER
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49 INSIDE DIAMETER
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GYM
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1
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TWO PIECE FLOATING POLE SOCKET DETAIL
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SCALE: N.T.S.
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PAINT THIS COURT FIRST.
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PRIORITY OF COURT LINES IS TO BE AS FOLLOWS:
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1. BASKETBALL,
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2. VOLLEYBALL
AutoCAD SHX Text
3. BADMINTON.
AutoCAD SHX Text
%%uNOTE:%%u POSTS USED WITH THIS SOCKET ARE TO BE FABRICATED
AutoCAD SHX Text
USING 48.26 OUTSIDE DIAMETER TUBING, IN ORDER TO OBTAIN A CORRECT FIT.
AutoCAD SHX Text
%%uDESCRIPTION: - TWO PIECE FLOATING FLOOR SOCKET%%u
AutoCAD SHX Text
SUPPLIED IN TWO SEPARATE PIECES. THE BASE FITS INTO THE CONCRETE SUB-FLOOR.
AutoCAD SHX Text
A TOP RING DROP-IN PLATE FITS INTO THE FINISHED FLOOR, ALLOWING SUFFICIENT
AutoCAD SHX Text
MOVEMENT OF THE FLOOR AND YET, LEAVING SPACE FOR THE POSTS TO FIT INTO
AutoCAD SHX Text
THE SOCKET BELOW.
AutoCAD SHX Text
R=1800
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(OUTSIDE)
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5. COURT SIDELINE CLEARANCES ASSUME CLEAR AREA OF OVERALL DIMENSIONS INDICATED ON PLAN WITH NO INTRUSIONS INTO THE SPACE.
AutoCAD SHX Text
6. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE
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( TO OUTSIDE)
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C
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BH
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BS
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R=4267
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(OUTSIDE)
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7. MINIMUM RUNOFF SPACE AT ENDS OF BASKETBALL COURT TO BE 1524.
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AREA = 5264 Sq. Ft.
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94'-0" X 56'-0"
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May 10 2001
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1 : 50
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ELEMENTARY GYM
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jjl
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GYMNASIUM FLOOR LAYOUT
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DRAWING NO.
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TENDER NO.
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CONSULTANT'S NO.
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DEPT. PROJECT NO.
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DRAWN BY
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SEAL
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SEAL
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DEPT. APPROVAL
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DATE
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APPROVED
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SCALE
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DRAWING
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PROJECT
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DATE
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REVISIONS
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B - Drawing No.
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A - Detail No.
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B
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A
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CHECKED
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REVIEWED
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KEY PLAN
Page 39: APPENDICES DESIGN REQUIREMENTS Appendix A Performance …

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Transportation and Public WorksPublic Works - Building Design Group

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PSV
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PSV
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PS
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PS
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C
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PS
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PS
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PS
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PS
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PS
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PS
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OUTSIDE
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OUTSIDE
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OUTSIDE
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OUTSIDE
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OUTSIDE
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C
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C
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OUTSIDE
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PSV
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PSV
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PSV
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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OUTSIDE
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OUTSIDE
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OUTSIDE
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OUTSIDE
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PSV
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OUTSIDE
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OUTSIDE
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%%ULINE LEGEND:
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%%uCOLOUR
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%%uSYMBOL
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%%uDESCRIPTION
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BLACK
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BASKETBALL COURT
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WHITE
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BADMINTON COURT
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RED
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VOLLEYBALL COURT (MAIN COURT)
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%%uWIDTH
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50 WIDE SOLID LINES EXCEPT 200 WIDE AT PERIMETER
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50 WIDE SOLID LINES
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40 WIDE SOLID LINES
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%%uNOTES:
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2. BADMINTON POLE SOCKETS ARE TO BE CENTERED ON THE OUTSIDE LINE OF THE DOUBLE COURT
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3. VOLLEYBALL POLE SOCKETS ARE TO BE SET MINIMUM 1000 OUTSIDE OF THE LINE OF THE COURT.
AutoCAD SHX Text
1. NOTE THAT DIMENSIONS MAY BE TO CENTERLINE OF COURT MARKING, OR TO OUTSIDE OF LINE AS INDICATED ON THE DRAWING.
AutoCAD SHX Text
PSV
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POLE SOCKET - VOLLEYBALL
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PS
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POLE SOCKET - BADMINTON
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BH
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BASKETBALL HOOP, 450 INSIDE DIAMETER MOUNTED AT 3050 ABOVE FINISHED FLOOR [A.F.F.].
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BS
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BASKETBALL BACKSTOP, 1200 HIGH X 1800 WIDE, MOUNTED AT 2750 A.F.F. TO BOTTOM OF BACKSTOP
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%%ULEGEND:
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TO TOP OF HOOP
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NOTE: WHERE COURT LINES INTERSECT, LINES ARE TO BE GAPPED. DO NOT PAINT COURT LINES OVER OTHER COURT LINES.
AutoCAD SHX Text
4. REFER TO TWO PIECE FLOATING FLOOR SOCKET DETAIL FOR POLE SOCKET INSTALLATION CRITERIA.
AutoCAD SHX Text
CONCRETE SLAB
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GYM FLOOR
AutoCAD SHX Text
4.76 X 31.75 STOVE BOLT
AutoCAD SHX Text
12.7 MAXIMUM
AutoCAD SHX Text
RESILIENT SUPPORT SYSTEM (SYSTEM AND HEIGHT VARIES)
AutoCAD SHX Text
FLOOR SOCKET [CENTAUR C-164 OR EQUIVALENT]
AutoCAD SHX Text
DROP-IN CAP AND RING [CENTAUR C-164 OR EQUIVALENT]
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95 INSIDE DIAMETER
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49 INSIDE DIAMETER
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GYM
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1
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TWO PIECE FLOATING POLE SOCKET DETAIL
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SCALE: N.T.S.
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PAINT THIS COURT FIRST.
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PRIORITY OF COURT LINES IS TO BE AS FOLLOWS:
AutoCAD SHX Text
1. BASKETBALL,
AutoCAD SHX Text
2. VOLLEYBALL (MAIN COURT)
AutoCAD SHX Text
3. VOLLEYBALL (CROSS COURT)
AutoCAD SHX Text
%%uNOTE:%%u POSTS USED WITH THIS SOCKET ARE TO BE FABRICATED
AutoCAD SHX Text
USING 48.26 OUTSIDE DIAMETER TUBING, IN ORDER TO OBTAIN A CORRECT FIT.
AutoCAD SHX Text
%%uDESCRIPTION: - TWO PIECE FLOATING FLOOR SOCKET%%u
AutoCAD SHX Text
SUPPLIED IN TWO SEPARATE PIECES. THE BASE FITS INTO THE CONCRETE SUB-FLOOR.
AutoCAD SHX Text
A TOP RING DROP-IN PLATE FITS INTO THE FINISHED FLOOR, ALLOWING SUFFICIENT
AutoCAD SHX Text
MOVEMENT OF THE FLOOR AND YET, LEAVING SPACE FOR THE POSTS TO FIT INTO
AutoCAD SHX Text
THE SOCKET BELOW.
AutoCAD SHX Text
BLUE
AutoCAD SHX Text
VOLLEYBALL COURT (CROSS COURT)
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50 WIDE SOLID LINES
AutoCAD SHX Text
4. BADMINTON.
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5. COURT SIDELINE CLEARANCES ASSUME CLEAR AREA OF OVERALL DIMENSIONS INDICATED ON PLAN WITH NO INTRUSIONS INTO THE SPACE.
AutoCAD SHX Text
6. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE
AutoCAD SHX Text
R=1800
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R = 6250
AutoCAD SHX Text
BH
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BS
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(OUTSIDE)
AutoCAD SHX Text
R=1800
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(OUTSIDE)
AutoCAD SHX Text
( TO OUTSIDE)
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C
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BH
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BS
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7. MINIMUM RUNOFF SPACE AT ENDS OF BASKETBALL COURT TO BE 1524.
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6580 Sq. Ft.
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94'-0" X 70'-0"
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JUNIOR HIGH / MIDDLE GYM
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SINGLE STATION
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May 10 2001
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KEY PLAN
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1 : 50
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jjl
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GYMNASIUM FLOOR LAYOUT
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DRAWING NO.
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TENDER NO.
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CONSULTANT'S NO.
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DEPT. PROJECT NO.
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DRAWN BY
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SEAL
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SEAL
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DEPT. APPROVAL
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DATE
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APPROVED
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SCALE
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DRAWING
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PROJECT
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DATE
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REVISIONS
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B - Drawing No.
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A - Detail No.
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B
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A
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CHECKED
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REVIEWED
Page 40: APPENDICES DESIGN REQUIREMENTS Appendix A Performance …

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Transportation and Public WorksPublic Works - Building Design Group

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PSV
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PSV
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C
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PS
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PS
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OUTSIDE
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OUTSIDE
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OUTSIDE
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PSV
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PSV
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PSV
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C
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C
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C
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C
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C
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C
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C
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OUTSIDE
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OUTSIDE
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OUTSIDE
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OUTSIDE
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PSV
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OUTSIDE
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OUTSIDE
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PS
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PS
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PS
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PS
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PS
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PS
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C
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C
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C
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C
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OUTSIDE
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C
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C
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OUTSIDE
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R=1800
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(OUTSIDE)
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%%uNOTES:
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2. BADMINTON POLE SOCKETS ARE TO BE CENTERED ON THE OUTSIDE LINE OF THE DOUBLE COURT.
AutoCAD SHX Text
3. VOLLEYBALL POLE SOCKETS ARE TO BE SET MINIMUM 1000 OUTSIDE OF THE LINE OF THE COURT.
AutoCAD SHX Text
1. NOTE THAT DIMENSIONS MAY BE TO CENTERLINE OF COURT MARKING, OR TO OUTSIDE OF LINE AS INDICATED ON THE DRAWING.
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PSV
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POLE SOCKET - VOLLEYBALL
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PS
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POLE SOCKET - BADMINTON
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BH
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BASKETBALL HOOP, 450 INSIDE DIAMETER MOUNTED AT 3050 ABOVE FINISHED FLOOR [A.F.F.]. TO TOP OF HOOP
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BS
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BASKETBALL BACKSTOP, 1200 HIGH X 1800 WIDE, MOUNTED AT 2750 A.F.F. TO BOTTOM OF BACKSTOP
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%%ULEGEND:
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4. REFER TO TWO PIECE FLOATING FLOOR SOCKET DETAIL FOR POLE SOCKET INSTALLATION CRITERIA.
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CONCRETE SLAB
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GYM FLOOR
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4.76 X 31.75 STOVE BOLT
AutoCAD SHX Text
12.7 MAXIMUM
AutoCAD SHX Text
RESILIENT SUPPORT SYSTEM (SYSTEM AND HEIGHT VARIES)
AutoCAD SHX Text
FLOOR SOCKET [CENTAUR C-164 OR EQUIVALENT]
AutoCAD SHX Text
DROP-IN CAP AND RING [CENTAUR C-164 OR EQUIVALENT]
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95 INSIDE DIAMETER
AutoCAD SHX Text
49 INSIDE DIAMETER
AutoCAD SHX Text
GYM
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1
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TWO PIECE FLOATING POLE SOCKET DETAIL
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SCALE: N.T.S.
AutoCAD SHX Text
%%uNOTE:%%u POSTS USED WITH THIS SOCKET ARE TO BE FABRICATED
AutoCAD SHX Text
USING 48.26 OUTSIDE DIAMETER TUBING, IN ORDER TO OBTAIN A CORRECT FIT.
AutoCAD SHX Text
%%uDESCRIPTION: - TWO PIECE FLOATING FLOOR SOCKET%%u
AutoCAD SHX Text
SUPPLIED IN TWO SEPARATE PIECES. THE BASE FITS INTO THE CONCRETE SUB-FLOOR.
AutoCAD SHX Text
A TOP RING DROP-IN PLATE FITS INTO THE FINISHED FLOOR, ALLOWING SUFFICIENT
AutoCAD SHX Text
MOVEMENT OF THE FLOOR AND YET, LEAVING SPACE FOR THE POSTS TO FIT INTO
AutoCAD SHX Text
THE SOCKET BELOW.
AutoCAD SHX Text
R=1800
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BH
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BS
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(OUTSIDE)
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BH
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BS
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R=8"
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BH
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BS
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BH
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BS
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C
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5. COURT SIDELINE CLEARANCES ASSUME CLEAR AREA OF OVERALL DIMENSIONS INDICATED ON PLAN WITH NO INTRUSIONS INTO THE SPACE.
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6. CENTER COURT SIDELINE CLEARANCES ASSUME FOLDING PARTITION WIDTH OF MAXIMUM 200 THICK.
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C
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C
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C
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%%ULINE LEGEND:
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%%uCOLOUR
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%%uSYMBOL
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%%uDESCRIPTION
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BLACK
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BASKETBALL COURT
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WHITE
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BADMINTON COURT
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RED
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VOLLEYBALL COURT (MAIN COURT)
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%%uWIDTH
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50 WIDE SOLID LINES EXCEPT 200 WIDE AT PERIMETER
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50 WIDE SOLID LINES
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40 WIDE SOLID LINES
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NOTE: WHERE COURT LINES INTERSECT, LINES ARE TO BE GAPPED. DO NOT PAINT COURT LINES OVER OTHER COURT LINES.
AutoCAD SHX Text
PAINT THIS COURT FIRST.
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PRIORITY OF COURT LINES IS TO BE AS FOLLOWS:
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1. BASKETBALL,
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2. VOLLEYBALL (MAIN COURT)
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3. BASKETBALL (CROSS COURT)
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BLUE
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VOLLEYBALL COURT (CROSS COURT)
AutoCAD SHX Text
50 WIDE SOLID LINES
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4. VOLLEYBALL (CROSS COURT)
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BLACK
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BASKETBALL COURT CROSS COURT
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50 WIDE LINES, SOLID AT PERIMETER, DASHED (127 DASH, 76 SPACE) AT KEYS
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5. BADMINTON.
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7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.
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R=1800
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R = 6250
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BH
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BS
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(OUTSIDE)
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( TO OUTSIDE)
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C
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BH
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BS
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PS
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OUTSIDE
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PS
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PS
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PS
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8. MINIMUM RUNOFF SPACE AT ENDS OF BASKETBALL COURT TO BE 1524.
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AREA = 7500 Sq. Ft.
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100.00' X 75.00'
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DOUBLE STATION
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May 10 2001
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KEY PLAN
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1 : 50
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JUNIOR HIGH / MIDDLE GYM
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jjl
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GYMNASIUM FLOOR LAYOUT
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DRAWING NO.
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TENDER NO.
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CONSULTANT'S NO.
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DEPT. PROJECT NO.
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DRAWN BY
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SEAL
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SEAL
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DEPT. APPROVAL
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DATE
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APPROVED
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SCALE
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DRAWING
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PROJECT
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DATE
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REVISIONS
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B - Drawing No.
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A - Detail No.
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B
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A
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CHECKED
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REVIEWED
Page 41: APPENDICES DESIGN REQUIREMENTS Appendix A Performance …

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PS
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PS
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PS
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PS
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PS
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PS
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OUTSIDE
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OUTSIDE
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OUTSIDE
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OUTSIDE
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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PS
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PS
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PS
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OUTSIDE
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C
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PS
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OUTSIDE
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PSV
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PSV
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C
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C
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OUTSIDE
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CONCRETE SLAB
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GYM FLOOR
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4.76 X 31.75 STOVE BOLT
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12.7 MAXIMUM
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RESILIENT SUPPORT SYSTEM (SYSTEM AND HEIGHT VARIES)
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FLOOR SOCKET [CENTAUR C-164 OR EQUIVALENT]
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DROP-IN CAP AND RING [CENTAUR C-164 OR EQUIVALENT]
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95 INSIDE DIAMETER
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49 INSIDE DIAMETER
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GYM
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1
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TWO PIECE FLOATING POLE SOCKET DETAIL
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SCALE: N.T.S.
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%%uNOTE:%%u POSTS USED WITH THIS SOCKET ARE TO BE FABRICATED
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USING 48.26 OUTSIDE DIAMETER TUBING, IN ORDER TO OBTAIN A CORRECT FIT.
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%%uDESCRIPTION: - TWO PIECE FLOATING FLOOR SOCKET%%u
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SUPPLIED IN TWO SEPARATE PIECES. THE BASE FITS INTO THE CONCRETE SUB-FLOOR.
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A TOP RING DROP-IN PLATE FITS INTO THE FINISHED FLOOR, ALLOWING SUFFICIENT
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MOVEMENT OF THE FLOOR AND YET, LEAVING SPACE FOR THE POSTS TO FIT INTO
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THE SOCKET BELOW.
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R=1800
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(OUTSIDE)
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PAINT 50 WIDE LINES, SOLID AT PERIMETER, DASHED ( 127 DASH, 76 SPACE) AT KEYS
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R=1800
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BH
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BS
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BH
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BS
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R=8"
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BH
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BS
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BH
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BS
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C
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C
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C
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%%uNOTES:
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2. BADMINTON POLE SOCKETS ARE TO BE LOCATED CENTERED ON THE OUTSIDE LINE OF THE DOUBLE COURT.
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3. VOLLEYBALL POLE SOCKETS ARE TO BE SET MINIMUM 1000 OUTSIDE OF THE LINE OF THE COURT.
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1. NOTE THAT DIMENSIONS MAY BE TO CENTERLINE OF COURT MARKING, OR TO OUTSIDE OF LINE AS INDICATED ON THE DRAWING.
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PSV
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POLE SOCKET - VOLLEYBALL
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PS
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POLE SOCKET - BADMINTON
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BH
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BASKETBALL HOOP, 450 INSIDE DIAMETER MOUNTED AT 3050 ABOVE FINISHED FLOOR [A.F.F.]. TO TOP OF HOOP
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BS
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BASKETBALL BACKSTOP, 1200 HIGH X 1800 WIDE, MOUNTED AT 2750 A.F.F. TO BOTTOM OF BACKSTOP
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%%ULEGEND:
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4. REFER TO TWO PIECE FLOATING FLOOR SOCKET DETAIL FOR POLE SOCKET INSTALLATION CRITERIA.
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5. COURT SIDELINE CLEARANCES ASSUME CLEAR AREA OF OVERALL DIMENSIONS INDICATED ON PLAN WITH NO INTRUSIONS INTO THE SPACE.
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6. CENTER COURT SIDELINE CLEARANCES ASSUME FOLDING PARTITION WIDTH OF MAXIMUM 200 THICK.
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%%ULINE LEGEND:
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%%uCOLOUR
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%%uSYMBOL
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%%uDESCRIPTION
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BLACK
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BASKETBALL COURT
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WHITE
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BADMINTON COURT
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RED
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VOLLEYBALL COURT (MAIN COURT)
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%%uWIDTH
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PAINT 50 WIDE SOLID LINES EXCEPT 200 WIDE AT PERIMETER
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PAINT 50 WIDE SOLID LINES
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PAINT 40 WIDE SOLID LINES
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NOTE: WHERE COURT LINES INTERSECT, LINES ARE TO BE GAPPED. DO NOT PAINT COURT LINES OVER OTHER COURT LINES.
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PAINT THIS COURT FIRST.
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PRIORITY OF COURT LINES IS TO BE AS FOLLOWS:
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1. BASKETBALL,
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2. VOLLEYBALL (MAIN COURT)
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3. BASKETBALL (CROSS COURT)
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BLUE
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VOLLEYBALL COURT (CROSS COURT)
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PAINT 50 WIDE SOLID LINES
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4. VOLLEYBALL (CROSS COURT)
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BLACK
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BASKETBALL COURT CROSS COURT
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5. BADMINTON.
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7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.
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R=1800
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R = 6250
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BH
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BS
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(OUTSIDE)
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BH
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BS
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( TO OUTSIDE)
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C
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( TO OUTSIDE)
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C
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8. MINIMUM RUNOFF SPACE AT ENDS OF BASKETBALL COURT TO BE 1524.
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LINE INDICATING EXTENT OF BLEACHERS
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FOR INFORMATION ONLY - DO NOT PAINT
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LINE OF RETRACTED BLEACHER
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LINE OF OPEN BLEACHER
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TYP.
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TYP.
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REVIEWED
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CHECKED
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A
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B
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A - Detail No.
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B - Drawing No.
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REVISIONS
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DATE
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PROJECT
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DRAWING
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SCALE
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APPROVED
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DATE
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DEPT. APPROVAL
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SEAL
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SEAL
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DRAWN BY
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DEPT. PROJECT NO.
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CONSULTANT'S NO.
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TENDER NO.
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DRAWING NO.
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GYMNASIUM FLOOR LAYOUT
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jjl
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SENIOR HIGH GYM
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1 : 50
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KEY PLAN
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May 10 2001
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SINGLE STATION
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100.00' X 84.00'
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AREA = 8400 Sq. Ft.
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13 JULY 04
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REVISE BADMINTON COURT DIMENSION
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1
Page 42: APPENDICES DESIGN REQUIREMENTS Appendix A Performance …

GL 6

Transportation and Public WorksPublic Works - Building Design Group

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PS
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C
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C
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C
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C
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C
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C
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C
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C
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PS
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PS
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PS
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PS
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OUTSIDE
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OUTSIDE
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C
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PSV
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PS
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PSV
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PSV
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OUTSIDE
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OUTSIDE
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OUTSIDE
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OUTSIDE
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OUTSIDE
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C
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C
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OUTSIDE
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R=1800
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(OUTSIDE)
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CONCRETE SLAB
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GYM FLOOR
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4.76 X 31.75 STOVE BOLT
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12.7 MAXIMUM
AutoCAD SHX Text
RESILIENT SUPPORT SYSTEM (SYSTEM AND HEIGHT VARIES)
AutoCAD SHX Text
FLOOR SOCKET [CENTAUR C-164 OR EQUIVALENT]
AutoCAD SHX Text
DROP-IN CAP AND RING [CENTAUR C-164 OR EQUIVALENT]
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95 INSIDE DIAMETER
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49 INSIDE DIAMETER
AutoCAD SHX Text
GYM
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1
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TWO PIECE FLOATING POLE SOCKET DETAIL
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SCALE: N.T.S.
AutoCAD SHX Text
%%uNOTE:%%u POSTS USED WITH THIS SOCKET ARE TO BE FABRICATED
AutoCAD SHX Text
USING 48.26 OUTSIDE DIAMETER TUBING, IN ORDER TO OBTAIN A CORRECT FIT.
AutoCAD SHX Text
%%uDESCRIPTION: - TWO PIECE FLOATING FLOOR SOCKET%%u
AutoCAD SHX Text
SUPPLIED IN TWO SEPARATE PIECES. THE BASE FITS INTO THE CONCRETE SUB-FLOOR.
AutoCAD SHX Text
A TOP RING DROP-IN PLATE FITS INTO THE FINISHED FLOOR, ALLOWING SUFFICIENT
AutoCAD SHX Text
MOVEMENT OF THE FLOOR AND YET, LEAVING SPACE FOR THE POSTS TO FIT INTO
AutoCAD SHX Text
THE SOCKET BELOW.
AutoCAD SHX Text
50 WIDE LINES, SOLID AT PERIMETER, DASHED (127 DASH, 76 SPACE) AT KEYS
AutoCAD SHX Text
R=1800
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BH
AutoCAD SHX Text
BS
AutoCAD SHX Text
BH
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BS
AutoCAD SHX Text
R=8"
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C
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C
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C
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BH
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BS
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BH
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BS
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C
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OUTSIDE
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PSV
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OUTSIDE
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PS
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PS
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PS
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PS
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PSV
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PSV
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PSV
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PSV
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%%uNOTES:
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2. BADMINTON POLE SOCKETS ARE TO BE LOCATED CENTERED ON THE OUTSIDE LINE OF THE DOUBLE COURT.
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3. VOLLEYBALL POLE SOCKETS ARE TO BE SET MINIMUM 1000 OUTSIDE OF THE LINE OF THE COURT.
AutoCAD SHX Text
1. NOTE THAT DIMENSIONS MAY BE TO CENTERLINE OF COURT MARKING, OR TO OUTSIDE OF LINE AS INDICATED ON THE DRAWING.
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PSV
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POLE SOCKET - VOLLEYBALL
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PS
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POLE SOCKET - BADMINTON
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BH
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BASKETBALL HOOP, 450 INSIDE DIAMETER MOUNTED AT 3050 ABOVE FINISHED FLOOR [A.F.F.]. TO TOP OF HOOP.
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BS
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BASKETBALL BACKSTOP, 1200 HIGH X 1800 WIDE, MOUNTED AT 2750 A.F.F. TO BOTTOM OF BACKSTOP
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%%ULEGEND:
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4. REFER TO TWO PIECE FLOATING FLOOR SOCKET DETAIL FOR POLE SOCKET INSTALLATION CRITERIA.
AutoCAD SHX Text
5. COURT SIDELINE CLEARANCES ASSUME CLEAR AREA OF OVERALL DIMENSIONS INDICATED ON PLAN WITH NO INTRUSIONS INTO THE SPACE.
AutoCAD SHX Text
6. CENTER COURT SIDELINE CLEARANCES ASSUME FOLDING PARTITION WIDTH OF MAXIMUM 200 THICK.
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%%ULINE LEGEND:
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%%uCOLOUR
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%%uSYMBOL
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%%uDESCRIPTION
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BLACK
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BASKETBALL COURT
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WHITE
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BADMINTON COURT
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RED
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VOLLEYBALL COURT (MAIN COURT)
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%%uWIDTH
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50 WIDE SOLID LINES EXCEPT 200 WIDE AT PERIMETER
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50 WIDE SOLID LINES
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40 WIDE SOLID LINES
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NOTE: WHERE COURT LINES INTERSECT, LINES ARE TO BE GAPPED. DO NOT PAINT COURT LINES OVER OTHER COURT LINES.
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PAINT THIS COURT FIRST.
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PRIORITY OF COURT LINES IS TO BE AS FOLLOWS:
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1. BASKETBALL,
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2. VOLLEYBALL (MAIN COURT)
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3. BASKETBALL (CROSS COURT)
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BLUE
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VOLLEYBALL COURT (CROSS COURT)
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50 WIDE SOLID LINES
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4. VOLLEYBALL (CROSS COURT)
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BLACK
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BASKETBALL COURT CROSS COURT
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5. BADMINTON.
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7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.
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R=1800
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R = 6250
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BH
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BS
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(OUTSIDE)
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BH
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BS
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( TO OUTSIDE)
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C
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( TO OUTSIDE)
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C
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8. MINIMUM RUNOFF SPACE AT ENDS OF BASKETBALL COURT TO BE 1524.
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LINE OF RETRACTED BLEACHER
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LINE OF OPEN BLEACHER
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LINE INDICATING EXTENT OF BLEACHERS
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FOR INFORMATION ONLY DO NOT PAINT
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REVIEWED
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CHECKED
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A
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B
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A - Detail No.
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B - Drawing No.
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REVISIONS
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DATE
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PROJECT
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DRAWING
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SCALE
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APPROVED
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DATE
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DEPT. APPROVAL
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SEAL
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SEAL
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DRAWN BY
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DEPT. PROJECT NO.
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CONSULTANT'S NO.
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TENDER NO.
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DRAWING NO.
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GYMNASIUM FLOOR LAYOUT
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jjl
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SENIOR HIGH GYM
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1 : 50
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KEY PLAN
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May 10 2001
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DOUBLE STATION
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112.0' X 94.0'
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AREA = 10528 Sq. Ft.
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13 JULY 04
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REVISE BADMINTON COURT DIMENSION
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1