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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.
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
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.
DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual
2010 EDITION September 21, 2010
-1-
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.
DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual
2010 EDITION September 21, 2010
-2-
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.
DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual
2010 EDITION September 21, 2010
-3-
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 .
DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual
2010 EDITION September 21, 2010
-4-
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.
DTIR - DC 350 Design Review Process Appendix BDesign Requirements Manual
2010 EDITION September 21, 2010
-5-
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.
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.
Notes:
1. Centre line shall belevel unless siteconditions requirevariation as approvedby NSDTPW.
2. Provide space fbrpossible futurespectator seating.
3. There shall benostanding waterwithin 15 in oftheperimeter ofthe field.
4. Seed or sod turfunderideal conditions.Maintain until field isapproved for use byNSDTPW.
5. Field markings andgoals shall not beprovided until field isready lbr use asapproved by NSDTPW.
6. All measurements arein metric unless notedotherwise.
3.Omwide —
run-off zone
provide end fencingwhere required(confirm with NSDTPW)
0
0
I
Field orientation to be NNW SSEunless approved otherwise by NSDTPW
NORTH
3.0 61.Omn (200 ft.) 3.0
.
p —
— IL0 4- —•—----_———H
1
1.5% 1.5%
I
__ __
I l.0%slopeendto endpossible variation ifsiteconditions require,
I \ only ifapproved iy NSDTPW
R9.1
1.5% 1.5%
__I I. .I
_____
I_I____—---___1
Reference: Soccer Nova Scotia
project date: detail 11:06-10-10
MW.TADesign Requirements Manual
scale:
T1ic0dPubh1c’tc title: NTS ASK-iBuilding Design Group Soccer Field Layout and Grading drawn I checked:
LG
The 400m Standard Track The 400m Standard Track has the advantages of a simple construction, straightand curved sections of almost equal length and uniform bends which are mostsuitable to the running rhythm of athletes: Furthermore, the area inside thetrack is large enough to accommodate all throwing events and also astandard football pitch (68m x 1 05rn).
Reference: International Amateur Athletic FederationTrack and Field Facilities Manual
project: date: detail #:
ansportadoiandPubIic WorksDesign Requirements Manual
06-10-10
Building Design Group title:
scwe: ASK—2NTS
Layout for 400 Metre Trackdrawn/checked:
. lglgr
The 400m Standard Track comprises 2 semi-circles, each with a radius of36.50m, which are joined by two straights, each 84.39m in length (Fig1 .i.3a). This diagram indicates the inside edge of the track which must havea kerb with a height of OO5m to 0.O65m and a width of O.OSrn to O.25m.The inner edge of the track is 398.12m in length (36.5m x 2 x it + 84.39mx 2) where it = 3.1416. This length for the inner edge gives a of400.OOm(368m x 2 x it- + 84.39m x 2) for the theoretical line of running (measurement line) at a distance of O.30m from the kerb. The inside lane (lane 1) will,therefore, have a length of 40000m along its theoretical line of running.
7
65
4
3
2
I
Minimum Size RequirementAll squares, x’s, sernicircies, etc. shouldbe made large enough to accommodatea child’s foot comfortably (30-40cm).
6m•1•
1 2
trr-iECo
3 4
10
123+x
4560÷
789-=.
oT
OFF879
— — —
546
213
PLAYGROUND COMPUTER
Eo
project date: detail #:06-10-10
[CIJWJjfl4 Design Requirements Manual• sàale: ASK-3Transportation and Public Works NTStitle:
Building Design Group Pavement Markings for drawn/checked:
. Childrens’ Games lg/gr
• RANGE WiTH MICROWAVE /EXHAUST HOOD ABOVE
TYPICAl. CLASSROOMCASEWORK
-TRAY STORAGE
WASHER & DRYERSTAGKED 30
PROJEC1ION SCREEN1830H X 2140WCENTERED ONCOMMUNICAI1ONBOARD
[LI:UUUU
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Public Turks
DWG. NO.
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CHEMICAL STORAGECABINET
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L Infrastructure Renewal
Public WorksDRAWING
DWG. NO.
DATE:SEPT. 15. 2010
ASK-5CHEMISTRY LAB
— NON—BARRIER FREECASEWORK UNIT
DC350
DESIGN REQUIREMENTS MANUEL
2010 EDfl1ON
GENERAL SCIENCE LABRifli fl(V I PWYcICc I AR
PROJECT NO.WOl -02-01-02
SCALE
NTS
DATE:SEPT 15. 2010
LAB.BENCH WITHSINK POWER ANDDATA—1
:]
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PROJEC11ON SCREEN1830H X 2140WCENTERED ONCOMMUNICATiONBOARD
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PROJECT
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Infrastructure RenewalDRAMNG
DWG. NO.
ASK-6Public Works
PROJECT NO.WO1-02-O1-02
SCALE
DATE:crpT 1’ 9fllfl
Transportation and
U Infrastructure Renewal
Public Works
PROJECTDC350
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2010 EDI11ON
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8’ CABINETSTORAGEFLOOR TOCEILING
PROJECT NO. DWG. NO.DC350 WOl -02-01-02
J!1iFCPIV4’SrrIA.
PROJECT
DESIGN REQUIREMENTS MANUAL SCALE
Transportation and Public Worlcs 2007 EDI11ON N.T.S. ASK— 9Public DRAVNG DATE:
TECHNOLOGY PRODUC11ON AREA 07-01-10
10’ LONG x 24” DEEP COUNTERAREA C/w BUTCHER BLOCK TOP,18” DEEP STORAGE CABINET BELOWWITH ADJUSTABLE SHELVING.
TUB SINK W1THFOOT
ACCESS TOADJACENTTECHNOLOGYEDUCATIONCLASSROOM
SAFErY’ ZONE AS REQUIRED
PROJECT NO. DWG. NO.DC.350 WO1-02-O1 -02
PROJECT
DESIGN REQUIREMENTS MANUEL SCALEU Transportation and 2010 EDITION NTSJ Infrastructure Renewal ASK—i 0
DRANG DATE:I Public Worb TECHNOLOGY INNOVATION SEPT 15, 2010
CORRIDOR
PROJECT PROJECT NO. DWG. NO.DC350 W01-02-O1 -02DESIGN REQUIREMENTS MANUAL SCALE
Transportation and Public Works 2007 EDI11ON N.T.S. ASK—i 2Public Verb DRAMNG DATE:
TYPICAL STAFF ROOM LAYOUT 07-01-10
24” COUNTERSUITABLE FORCPU STATIONS.SEE ROOMDATA SHEET
MICROWAVE
NOTE:BOTH WATERCLOSETS TO HAVEBARRIER FREE WALL HUNGLAVATORIES. BOTH SHOWERSTO BE BARRIER FREE.
NOTE:
PRIMARY,1 ,2 CLASSESINCLUDE SINKS.
GRADES 3—12, UNITS 2ADJ U STABLE.SHELVESHAVE, NO SINKS
REFER TO ROOM DATASHEETS FOR MOUNTINGHEIGHTS
3657
UNIT 1 - UNIT 2 UNIT 3 UNIT 4 -
915 915 915 915
II II____
LL)
______
F’)
pp
TI
19mm SHELVESEVENLY SPACED
PROJECT NO. DWG. NO.DC350 WOl -02-01-02PROJECT
DESIGN REQUIREMENTS MANUAL scMITransportation and Public Works 2007 EDITiON N.T.S. ASK—i 3Public DRAMNG DATE:
TYPICAL CLASSROOM CASEWORK ELEVATiON 07-01-10
NOTES:
BACK
COAT HOOK SECUREDTO DOOR 1600mmFROM FINISHED FLOOR.
-19mm ADJUSTABLESHELVES C/W EDGE
9mm DOOR C/W 5HINGES PER LEAF
6mm DIA. HOLESFOR SHELFSUPPORTS @ 500.C. ±
PROJECT NO. DWG. NO.DC350WOl -02-01-02
]!1LJIO7rI4111.PROJECT
DESIGN REQUIREMENTS MANUAL SCALEThmsportation and Public Works 2007 EDI11ON N.T.S. ASK —1 3aPublic Torb DRANG TYPICAL CLASSROOM CASEWORK DATE:
UNIT ONE - TEACHER’S CLOSET 07-01-10
TEACHER’S CLOSET DOOR SHALL BELOCKABLE.
PROVIDE ALL HARDWARE ITEMS: HINGES,PULLS, SHELF SUPPORTS, COAT HOOKS,DOOR HOOKS.
PLAN
SECTION A SECTION B
325
300
NOTE:o a ,_—l9mm
o a ADJUSTABLE PRIMARY,1,2 CLASSESSHELVES C/w INCLUDE SINKS. GRADES 3—12,
o
° / EDGE PROVIDE 2 ADJUSTABLE
__________
SHELVES. NO SINKS. REFERo a TO ROOM DATA SHEETS FOR
o COUNTER TOP A.F.F. HEIGHTS0
o e
_______________________________
o a
—19mm FIXED
__________
SHELVES C/wEDGE
_______
I
r-)
610
—POST—FORMED COUNTERTOP C/W BACKSPLASH
_____________________ ______
-
________
—19mm FIXED
1 SHELF C/w EDGE
CE)
—BASE
PROJECT NO. DWG. NO.DC350
. W01-02-O1-02
]I1i1IOIK4JTIA.
PROJECT
DESIGN REQUIREMENTS MANUAL SCALE
Transportation and Public Works 2006 EDITiON N.T.S. ASK—i 3bPublic Worb DRAMNG TYPICAL CLASSROOM CASEWORK DATE:
UNIT 2 - STANDARD CABINET 06-10-10
325 I—
25300
o 0
o o
00/
o 0
o o
o o
o 0
19mmADJUSTABLESHELVES c/wEDGE
..—l9mm FIXEDSHELVES C/wEDGE
0
co
PROJECT NO. DWG. NO.DC350 WOl -02-01-02
J,(JJrIA.PROJECT
DESIGN REQUIREMENTS MANUAL SCALETransportation and Public Works 2007 EDITION N.T.S. ASK—i 3cPublic ob DRAVING TYPICAL CLASSROOM CASEWORK DATE:
UNIT 3 - UNIT STORAGE 07-01-10
j
r)
c’J
-
CoCo
—POST—FORMED COUNTERTOP c/w BACKSPLASH
—19nm FIXEDSHELVES C/wEDGE
P-BASE
xJ
NOTES:
ELEVATION SECTION
‘A’\3uir
PROJECT PROJECT NO. DWG. NO.DC350 WOl -02-01-02DESIGN REQUIREMENTS MANUAL SCALE
Transportation and Public Works 2007 EDI11ON N.T.S. ASK —1 3dPublic Job DRAWING TYPICAL CLASSROOM CASEWORK DATE:
UNIT FOUR - CABINET AND LATERAL FILES 07-01-10
LATERAL FILE DRAWERS SHALL BELOCKABLE.
PROVIDE ALL HARDWARE ITEMS: HINGES,PULLS, SHELF SUPPORTS, COAT HOOKS,DOOR HOOKS.
9mm DOORS 600
915
EQ,
EQ
II
19mm ADJUSTABLE
/‘SHELVES C/W EDGE
0LiJ
w
CLiJ
c%Ja
0 0
ADJUSTABLE SHELF
0 0
LATERAL FILEDRAWERS C/WLOCKS AND FILEROD SUPPORTS
75
P’LAM SURFACE3mm PVC EDGESON ALL EXPOSEDEDGES.
PULL OUT KEYBOARDTRAY 610mm x 356mm
SIDE GABLE:P’LAM BOTH SIDES3mm PVC EDGING ONALL EXPOSED EDGES.
BACK GABLE:P’LAM BOTH SIDES3mm PVC EDGING ONALL EXPOSED EDGES.
CPU BOX:P’LAM BOTH SIDES3mm PVC EDGING ONALL EXPOSED EDGES.OPEN AT REAR.
LINE OF CPUBEYOND.
BACK GABLE:P’LAM BOTH SIDES3mm PVC EDGING ONALL EXPOSED EDGES.
DESIGN ANDCONSTRUCTION TOMEET APPLICABLECODES.
W/FULL SUSPENSION SLIDE\ P’LAM ALL EXPOSED SURFACES\ 3mm PVC EDGING\ ON ALL EXPOSED EDGES.
— POWER & DATARACEWAY.
TOP:
NCo0 c’J
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RACEWAY.
L 915 610 L 915 NFRONT Fl FVATION
‘I
POWER & DATARACEWAY.
BOX
LINEUNIT
OF DRAWERBEYOND.
GABLE SIDE ELEVATION
PROJECT NO. DWG. NO.DC350 WO1-02-O1-02PROJECT
DESIGN REQUIREMENTS MANUAL SCALETransportation and Public Works 2007 EDITION N.T.S. ASK—i 4Public Work! DRAWING TPYICAL TECH. EDUCATION COMPUTER DESK DATE:
07-01-10
600 1-
C
19mm0
0
0
0
BACK0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19mm DOOR C/W 5HINGES PER LEAFC/W EDGE
0
0
0
0
0
0
0
0
0
0
0
0
00
19mmADJUSTABLESHELVES
I4
0
0
0
0
0
0
0
0
0
0
0
0 PROVIDE ALL HARDWAREITEMS: HINGES, PULLS,SHELF SUPPORTS, COATHOOKS, DOOR HOOKS.
LOCKABLE DOOR
BASE
1’((]PVdJIrL4L.
PROJECT
Transportation and Public Works
Public lark!
DC350
DESIGN REQUIREMENTS MANUAL
2007 EDI11ON
DRMMNG
tWiG. NO.PROJECT NO.WOl -02-01-02
SCALEN.T.S.
DATE:07-01-10ASSISTIVE CARE WASHROOM TOTE STORAGE
ASK- 15
762
1 ‘I
-J<Da
-J<DaU
19mm MELAMINEBACK
FIXED SHELF19mm MELAMINEC/W 3mm PVCEDGE
ELEVA11ON A
PROJECT NO. DWG. NO.DC350WOl -02-01-02
PROJECT
DESIGN REQUIREMENTS MANUAL SCALETransportation and Public Works 2007 E01110N N.T.S. ASK —1 6Public DRAWING DATE:
VISUAL ARTS ROOM - ART STORAGE CABINET 07-01 -10
1
SECTION B
PROJECT NO.WO1 -02-01-02
DESIGN REQUIREMENTS MANUAL SCALE2007 EDfl1ON N.T.S.
DATE:07-01 -fo
PLAN
19mm ADJUSTABLESHELVES
FIXEDSHELF C/W EDGE
9mm LOCKABLEC/w EDGE
SECTION A SECTION B
PROJECT
Nnrs%raTransportation and Public Works
Public lorb
DC350
DRAYANG
DWG. NO.
ASK-17DRAMA ROOM - COSTUME STORAGE CABINET
2 — 38 X 89 MAPLE/BIRCHCONTIN. C/W RADIUSED EDGESBOLT & PLUG TO BRACKET
19 X 55 NOM. MAPLE APRON
38 X 38 TUBULAR PIPE BRACKETS C/W75 X 330 X 6 MOUNTING PLATE. 2BOLTS PER BRACKET (TOGGLE BOLTS FORBLOCK & CONCRETE. INSERT T’PE FORINSULATED FORMING SYSTEM)
45 X 152 TURNED MAPLE/BIRCHCOAT HOOKS (MILK BOULE SHAPE)200mm O.C. DOWELLED & GLUEDINTO PLATE. SECURE PLATE WITHSCREW AND FINISH WITH WOODBUTFON CAP.
38 X 140 MAPLE/BIRCH PLATECONTIN. BETWEEN BRACKETS
PROJECT NO. DWG. NO.DC350 WO1-O2-O1-02
PROJECT
DESIGN REQUIREMENTS MANUAL SCALETransportation and Public Works 2007 EDITION N.T.S. ASK — 1 8Public Worb DRAVINC DATE.
COAT HOOKS, HAT RACK 07-01-10
rL
NOTES:
REINFORCE BEHIND DRYWALL WHEREREQUIRED — REFER TO FLOOR PLANS.
BRACKETS & PLATESCLEAR FINISH.
FULL RADIUS RETURNAND SHELF ENDS.
PAINTED, WOOD
AT ALL BENCH
13mm DIA. THREADEDROD&2” WASHER.HILTI HIT HY15OINJECTION ADHESIVEANCHORS.
CONTINUOUS4’ X 4’ x3’STEEL ANGLESECURED © 2’ 0/C.
13mm DIA.ROD, HILTIINJECTIONANCHORS
THREADEDHIT HY15O
ADHESIVE
NOTE;LOCKERS TO BE SUPPLIED WITHOUT LOCKER BASES.REINFORCE BEHIND DRYWALL WHERE REQUIRED— REFER TO FLOOR PLANS.
b
PROJECTDC350
Public Jork.
Transportation and Public Works
DESIGN REQUIREMENTS MANUAI
2007 EDfl1ON
DRAWING
PROJECT NO.WOl -02-01-02
DWG. NO.
SCALE
LOCKER SUPPORT DETAIL
N.T.S.
DATE:07-01-10
ASK -19
REINFORCED Y.” PLATEBACKBOARD.
METAL
HEAVY METAL RIM3’2” TO 2” ROLLED
18” DIA.FLAT BAR.
2”x2”x3/4” BASE PLATEGUSSET.TO BE INSTALLED WITHANCHOR BOLTS, 1 ‘—0”GRADE.
PROJECT NO. DWG. NO.DC350 WOl -02-Oj -02
JNi1OP!JrfL4i.
PROJECT
DESIGN REQUIREMENTS MANUAL
Transportation and Pnblic !orks 2007 EDI11ON N.T.S. ASK —20Public Works DRAWING DATE:
OUTSIDE BASKETBALL STANDARD 07-01-10
AND
3/4BELOW
12’—D’
51_41
ADJUSTABLESHELVING
1
Fji”vT’i b,r4
Transportation andInfrastructure Renewal
Public Wcrb
DC350
DESIGN REQUIREMENTS MANUEL
2010 EDITION
PROJECT NO.WOl -02-01-02
SCALENTS
DATE:Aug 6, 2010
-4
1L1
PROJECT
DRANG
DWG. NO.
ASK- 21CUSTODIAL ROOM
51
@ —CEILING MOUNTEDRECEPTACLE,SINGLE DATAOUTLET, ANDMULTIMEDIAOUTLET
-,-
CLASSROOM
r 1 F
NOTE: THIS bRAWING IS INTENDED TOSHOW THE RELATIONSHIP OF FURNITUREWITHIN A TYPICAL CLASSROOM FORELECTRICAL REQUIREMENTS.
PROJECT PROJECT NO. DWG. NO.DC35O WOl -02-01-02DESIGN REQUIREMENTS MANUAL SCALE
Transportation and 2010 EDI11ON N.T.S. ESK—1Infrastructure Renewal DATE:DRANGUbhC ELECTRICAL CLASSROOM CO-ORDINA11ON 09-04-02
C
If
1SINGLE VOiCE AND SINGLE DATA OUTLET
—INTERCOM HANDSET—TEACHERS DESK
OUTLETMOBILE RUN—OFFBIDIRECTIONAL CATV
- MULTIMEDIA OUTLETDUAL DATA OUTLET
—DUAL DATA OUTLET
DUAL DATA OUTLET
NOTE 1: DOUBLE GANG BACKBOX COMPLETE WITH SINGLE GANG SQUARE WELDED RAISED 11LE RINGFOR MEDIA CONVERTER (SUPPUED AND INSTALLED BY OWNER). MEDIA CONVERTER TO BE MOUNTED ONTILE RING. PROVIDE A YELLOW LAMICOID WITH BLACK LEITERING FOR THIS ITEM.
NOTE 2: 1” EMT WALL STUB TURNED OUT INTO ACCESSIBLE CEIUNG SPACE.
NOTE 3: SINGLE DATA OUTLET (CABLED FROM THE MAIN TELECOMMUNICATIONS ROOM) LOCATED IN
THE ACCESSIBLE CEILNG SPACE ABOVE THE PROJECTOR AND WITHIN 30” OF CEILNG. BOX TO BEMOUNTED IN A VERTICAL ORIENTATION.
NOTE 4: QUAD POWER OUTLET LOCATED IN ThE ACCESSIBLE CEILNG SPACE ABOVE THE PROJECTORAND WITHiN 30” OF CEILNG, BOX TO BE MOUNTED IN A VERTICAL ORIENTATION.
NOTE 5: DUAL MEDIA CONVERTER OUTLET COMPLETE WITH COVERPLATE AND YELLOW CONNECTORSLOCATED IN THE ACCESSIBLE CEILNG SPACE ABOVE THE PROJECTOR AND WITHIN 30” OF CEILNG. BOXTO BE MOUNTED IN A VERTICAL ORIENTATION. PROViDE A YELLOW LAMICOID WITH BLACK LEFIERINGFOR THIS ITEM.
NOTE: THIS DRAWING IS INTENDEDTO SHOW THE RELATIONSHIP OFFURNITURE WITHIN A TYPICALCLASSROOM FOR ELECTRICALREQUIREMENTS.
NOTE 6: iWO CATEGORY 6 CABLES (YELLOW JACKET) TERMINATED WITH A YELLOW 8P8C AT EACH
END. CABUNG TO BE ROUTED THROUGH THE ACCESSIBLE CEILING SPACE ON “J—HOOKS”.
NOTE 7: DUAL DATA OUTLET (CABLED FROM THE MAIN TELECOMMUNICATIONS ROOM).
NOTE 8: QUAD POWER OUTLET.
NOTE 9: CA1V OUTLET.
P90J‘.GV
PROJECT NO. DWG. NO.DC350 WO1 -02-01-02
PROJECT
DESIGN REQUIREMENTS MANUAL scAll
Transportation and 2010 EDI11ON N.T.S. ESK—2Infrastructure RenewalDRA’MNG DATE
CLASSROOM MEDIA CONVERTER LAYOUT 10-07-19
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.
Public Works - Building Design Group
Transportation and Public Works
GL 1
GL 2
Public Works - Building Design GroupTransportation and Public Works
GL 3
Transportation and Public WorksPublic Works - Building Design Group
GL 4
Transportation and Public WorksPublic Works - Building Design Group
GL 5
Transportation and Public WorksPublic Works - Building Design Group
GL 6
Transportation and Public WorksPublic Works - Building Design Group