5195.2.4 goldfields classroom block consent set 2015-05-14 · 2015. 5. 25. · a11 internal classroom elevations a12 details a13 details a14 details a15 details a16 window / door

postal: 47 Tyne Street offices: 3rd Floor, Imperial Building contact: 03-477-0462 office 021-294-7430 mobileRoslyn, Dunedin 1 Dowling Street, Dunedin [email protected]

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CONTRACTOR MUST CONFIRM CRITICAL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT

14/5/15

TITLE

NEW CLASSROOM BLOCK

GOLDFIELDS PRIMARY SCHOOL5195.2.4

A01March 2015

n/a

SM

INDEX:A01 TITLEA02 SITE PLAN A03 PROPOSED FLOOR PLANA04 SLAB PLANA05 ROOF FRAMING & ROOF PLANA06 BRACING & PLUMBING / DRAINAGE PLANA07 REFLECTED CEILING & ELECTRICAL PLAN A08 SECTIONSA09 ELEVATIONSA10 INTERNAL CLASSROOM ELEVATIONSA11 INTERNAL CLASSROOM ELEVATIONSA12 DETAILSA13 DETAILSA14 DETAILSA15 DETAILSA16 WINDOW / DOOR SCHEDULEA17 FIXING SCHEDULE/ SELECTIONS &

TYPICAL PLUMBING DETAILS

M01 MECHANICAL SERVICES - SITE, SECTION & SCHEDULESM02 MECHANICAL SERVICES - HEATING LAYOUT

E1.1 ELECTRICAL SERVICES PLANE2.1 ELECTRICAL SITE PLAN

SOUTH WEST PERSPECTIVEScale: 1:502

NORTH WEST PERSPECTIVEScale: 1:501

Diagrammatic only, not for construction purposes

SOUTH EAST PERSPECTIVEScale: 1:503


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14/5/15

SITE PLAN

NEW CLASSROOM BLOCK


A02March 2015

1:500 @ A2

SM

Pla

y A

rea

Pav

ing

Blo

cks

AC

C S

IZE

TO

CO

NF

IRM

PHYSICAL ADDRESS:

GOLDFIELDS PRIMARY SCHOOL25B Gilling PlaceCromwell 9310

LEGAL DESCRIPTION:

SEC 121 PT SEC 30 BLK III CROMWELL SD - GOLDFIELDSPRIMARY SCHOOL

Area = 2.43 ha apx

SITE PLANScale: 1:5001

GILLING PLACE

New classroom block

New verandah

Bou

ndar

y

EXISTINGSCHOOL

BUILDINGS

Boundary

Boundary

New verandah 1000

2000

7700

3000

30250

1270

0

GENERAL NOTES:

1. Install and maintain temporary work site fencing with access gate or other site security, 2m high from the ground as required to comply with NZBC F5/AS1 for site security and protection of the public. Reinstate gate and lock at the end of every day to stop public access onto the construction site.

2. Make good to existing asphalt & paving and extend to finish flush with concrete verandah slabs

3. 30mm thick Asphalt path on 100mm compacted AP20 on 200mm min. compacted AP40 bearing onto good ground

4. Level and top dress all grassed areas to finish flush with existing lawn as required, sow new grass seed to match existing

Site requirements Cromwell Altitude 200m above sea levelSnow Zone = N5Snowloading = 1.0kPaWind Zone= HIGHEarthquake Zone = 2Exposure zone = B

Site CoverageTotal classroom block area =232.9m²Total verandah area =151.2m²Total site coverage of new block =384.1m²

Boun

dary

Bound

ary

Boundary Boun

dary

Boundary

Boundary

Boun

dary

Retain eucalyptus tree, remove all other trees in consultation with principle

1.2m wide x100mm thick 17.5MPa reinforced concrete path with 1:150mm fall away from building, ensure path finishes 150mm below FSL

Existing Asphalt

Existing concrete paving

Extend concrete paving, ramp up to finish level with new concrete verandah ensuring 1:12 max. slope for accessible access

Extend concrete paving finishing 150mm below FSL at building face with 1:150mm fall away from building

Existing irrigation controller pillar box, contractaor to estabilish location of all under ground services prior to excavation.

Extend & make good to asphalt path as required with 1:150mm fall away from buildingExisting

Asphalt

PROPOSED FLOOR PLANScale: 1:1001

LINTEL / BEAM SCHEDULE

WIN / DOOR / BEAM REF

LINTEL SIZE (mm) SPAN (mm)

LOADED DIMENSION

LINTEL FIXING

COMMENTS

W01 2 / 150x45 HySpan 1500 4.85 TYPE G DesignIT Cert.W02 2 / 150x45 HySpan 1500 4.85 TYPE G DesignIT Cert.W03 2 / 150x45 HySpan 1500 4.85 TYPE G DesignIT Cert.W04 2 / 150x45 HySpan 1500 4.85 TYPE G DesignIT Cert.W05 2 / 150x45 HySpan 1500 4.85 TYPE G DesignIT Cert.W06 2 / 150x45 HySpan 1500 4.85 TYPE G DesignIT Cert.W07 2 / 150x45 HySpan 1500 4.85 TYPE G DesignIT Cert.W08 2 / 150x45 HySpan 1500 5.35 TYPE G DesignIT Cert.W09 2 / 150x45 HySpan 2000 5.35 TYPE G DesignIT Cert.W10 2 / 150x45 HySpan 2000 5.35 TYPE G DesignIT Cert.W11 2 / 150x45 HySpan 1500 5.35 TYPE G DesignIT Cert.W12 2 / 150x45 HySpan 1500 5.35 TYPE G DesignIT Cert.W13 2 / 150x45 HySpan 2000 5.35 TYPE G DesignIT Cert.W14 2 / 150x45 HySpan 2000 5.35 TYPE G DesignIT Cert.W15 2 / 150x45 HySpan 1000 3.90 TYPE F DesignIT Cert.W16 2 / 150x45 HySpan 1000 3.90 TYPE F DesignIT Cert.W17 2 / 140x45 head trimmer 2400 - TYPE E NZS3604:2011W18 2 / 140x45 head trimmer 2400 - TYPE E NZS3604:2011

D01 2 / 150x45 HySpan 1000 4.85 TYPE G DesignIT Cert.D02 2 / 150x45 HySpan 2000 4.85 TYPE G DesignIT Cert.D03 2 / 150x45 HySpan 1000 4.85 TYPE G DesignIT Cert.D04 2 / 150x45 HySpan 2000 4.85 TYPE G DesignIT Cert.D05 2 / 150x45 HySpan 2000 5.35 TYPE G DesignIT Cert.D06 2 / 150x45 HySpan 2000 5.35 TYPE G DesignIT Cert.D07 2 / 150x45 HySpan 2000 5.35 TYPE G DesignIT Cert.D08 2 / 190x45 head trimmer 3580 - TYPE E EngineerD09 2 / 190x45 head trimmer 3580 - TYPE E EngineerD10 2 / 90x45 head trimmer 970 - TYPE E NZS3604:2011

VB1 190x63 Prolam 3000 1.50 2/M12 bolts Prolam Cert.

NOTE: Lintels supporting roof only for all wind zones up to 1.5KPa snow load - SG8

1A11

1A11

2 A11

2 A11

Window / Door setout

NEW CLASSROOM RM13Internal floor area =74.3m²

NEW CLASSROOM RM12Internal floor area =74.3m²

NEW LEARNING COMMONSInternal floor area =52.5m²

LEGEND:-Vertical corrugate cladding on timber framing / GIB linings

-Internal timber framing / GIB linings

-Jacobsen Shaw Welcome entry carpet tile mat, colour to be advisedTILE MAT

Concrete paving & verandah 1

RES

OU

RCE

RO

OM

Inte

rnal

flo

or

area

=21

.9m

²

90

W02 D01

VB1 Verandah beam over

shel

ving

4.8m

ben

ch w

ith

shel

ving

abo

ve

TILE MAT

-Vinyl flooring

TILE MAT

2.4x

2.0x

0.4m

Pot

ters

whi

tebo

ard

unit

Sin

k &

benc

h

9920 140 6920 140 9920 90 2940 90

30250

9075

2090

7700

W01 D03 D04

D06D07

D08 D09

D10

W06

W09W10W11W12W13W14

W17 W18

Concrete paving & verandah 22000

3000

-carpet tile flooring-carpet tile flooringW15

W16

GENERAL DESIGN NOTES:D08 & D09 - CS for doors cavity slider overtaking doors in 140mm framed braceWALL CS unit, Doors to be New Yorker aluminium framed with laminated safety glass panels

W15 & W16 - Internal laminated single glazed windows in timber reveal & glazing beads, paint finish

Lintels continuous over the following windows & doors with double studs between:

W03 - D01W04 - D02 - W05W08 - D03W09 - D05 - W10W11 - D06 - W12W13 - D07 - W14

D02

D05

TILE MAT

TILE MATTILE MATTILE MATTILE MAT

-car

pet t

ile fl

oorin

g

shel

ving

shel

ving

Roo

f out

line

Roo

f out

line

2.4x

2.0x

0.4m

Pot

ters

whi

tebo

ard

unit

901355 1500 1355 1500 1355 1500 90 1000 265

140880 1500 90 2000 90 1500 860

1401355 1500 1355 1500 1355 1500 90 1000 265

90460 2000 480

9090

1460

1000

2600

1000

1460

90

90 1870 2000 90 2000 90 2000 1870 140880 1500 90 2000 90 1500 860140 1870 2000 90 2000 90 2000 1870 90 2940 90

75 3011 3011 3011 3011 3011 3011 3011 3011 3011 3011 70Verandah post setoutto both verandahs

Window / Door setout

Internal Window/Door setout

90

1200

2400

250

3580

90

WindowDoorsetout

W03 W04 W05 W07 W08

Continuous lintel over windows & door with double studs between, refer NOTE 5

Accessible ramp into classrooms, centre on opening door leaf, refer SLAB PLAN

rampramp

Continuous Lintel

Continuous Lintel

Continuous Lintel

Continuous Lintel

Continuous Lintel

Continuous Lintel

Continuous Lintel

VB1 Verandah beam over

VB1

VB1

Link roof outline with verandah beams each side

Total classroom block area =232.9m²Total verandah area =151.2m²Total site coverage of new block =384.1m²

900

2000

ABD

CA10

EFH

GA10

MNP

OA11

970

IJL

KA11

LINE OF EXISTING CLASSROOMEXISTING VERANDAH


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14/5/15

PROPOSED FLOOR PLAN

NEW CLASSROOM BLOCK


A03March 2015

1:100 @ A2

SM


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14/5/15

SLAB PLAN

NEW CLASSROOM BLOCK


A04March 2015

1:100 @ A2

SM

FOUNDATION / SLAB PLANScale: 1:1001

100mm thick 20MPa reinforced concrete slab with grade 500E SE62 mesh on DPM on 50mm sand blinding layer on 150mm min. compacted hard fill

25mm deep saw cut / control joint

line of foundation site concrete under

Line of 20 series block foundation

100mm thick 20MPa reinforced concrete verandah slab with 100mm set down below FFL and 25mm fall to outside

line of institu concrete foundation under

200fall

Fill all saw cuts to verandahs with cement grout

GENERAL NOTES:

1. All dimensions are to the face of the concrete block foundations / insitu concrete foundations.

2. All block work to be carried out by qualified tradesmen in accordance with NZS 3604, NZS 4229 & NZS 4210.

3. Ensure finshed floor levels are 225mm above Finished ground levels (FGL), allow a further 100mm. min. below FGL to cleared ground level (CGL) for top soil. Contractor to ensure 200mm min. bearing depth of foundation below CGL.

4. Fill all visable saw cuts to verandah slabs with cement grout

5. All finished surfaces on all access routes shall comply with NZBC D1/AS1, 2.1 slip resistance.

6. All work to comply with NZS 3604: 2011 amendments 1&2 & NZBC

7. All materials & products installed to manufacturers specification and best trade practice

CONCRETE SURFACE FINISHES:

1. Powerfloat machine finish CCANZ level U4 specification to internal concrete slabs

2. Broom finish level CCANZ level U5 specification to verandah slabs

25m

m d

eep

saw

cut

/ co

ntro

l joi

nt

25m

m d

eep

saw

cut

/ co

ntro

l joi

nt

25m

m d

eep

saw

cut

/ co

ntro

l joi

nt

25m

m d

eep

saw

cut

/ co

ntro

l joi

nt

fallfallfall

35mm deep rebate2000

90

ACCESSIBLERAMP

200mm deep slab thickening (ST1) for CS for Doors BraceWall hold down fixing

ST1

ST1

35mm deep rebate

35mm deep rebate

45mm deep rebate

45mm deep rebate

35mm deep rebate

fallfallfall

35mm deep rebate2000

90

ACCESSIBLERAMP

25m

m d

eep

saw

cut

25m

m d

eep

saw

cut

25m

m d

eep

saw

cut

25m

m d

eep

saw

cut

25m

m d

eep

saw

cut

25m

m d

eep

saw

cut

25m

m d

eep

saw

cut

25m

m d

eep

saw

cut

25m

m d

eep

saw

cut

25m

m d

eep

saw

cut

fallfall

Line of accessible ramp with 1:12 max slope, ensure concrete is recessed off cladding and door sill as detailed, REFER Sheet A15 Detail 3

B B B B B B B B B B B

B B B B B B B B B B B

4050

2000

7700

30250

3000

190

240

7080

fallfallfallline of slab

60

12001200

3400

1200

1000

45

ACCESSIBLE RAMP

LEGEND:

Accessible concrete ramp with 1:12 max slope, centre on opening

door leaf. Construct rebates to provide clearances to cladding and Al.

door with fall to outside for drainage, refer door threshold detail

SHEET A15 Detail 3

Cast-in Bowmac B197 stainless steel brackets for verandah postsB

75 3011 3011 3011 3011 3011 3011 3011 3011 3011 3011 70Verandah post setoutto both verandahs

400

1200

40016940mm to slab edge

2560

1200

9880mm to slab edge

8745 1000 2875 2000 1000 815 2000 570

90759090

75

Seal new concrete slab with Ardex WPM 300 HydrEpoxy at least 7 days prior to laying floor coverings to ensure no moisture transfers to flooring while concrete curring, apply HydrEpoxy to manu. spec., refer spec.

6550 20002000

ROOF PLANScale: 1:1002

LEGEND:0.55mm Colorsteel metal profiled longrun roofing Dimond Veedek or similar on self-supporting roof underlay on purlins on trusses

Clearlite profiled polycarbonate roofing profile to match colorsteel roofing on PVC coated galv. safety mesh on purlins on rafters

0.55mm Colorsteel metal longrun flashings to ridge, barge & apron-change of pitch, colour to match roofing

Ø80 uPVC Downpipe - paint out to match verandah posts & spouting

uPVC spouting - paint out to match verandah framing

1.5mm Butynol membarne roof link - colour black

Ø80 DP

CL

M

uPVC spouting

2A12

5A12

barg

e

ridge

20° fall

20° fall

5° fall

5° fall

CL

1A12

4A12

Ø80 DP

Ø80 DP

Ø80 DP

Ø80 DP

barg

eba

rge

barg

e

barg

eba

rge

barg

eba

rge

9A12

2° fall M

EXISTING CLASSROOM

EXISTING VERANDAH Extend existing spouting on timber

fascia board along link roof

uPVC spouting uPVC spoutingØ80 DP

Ø80 DP

uPVC spoutinguPVC spouting

CLCL

Apron - change of pitch

CLCLCL

Apron - change of pitch


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14/5/15

ROOF & ROOF FRAMING PLAN

NEW CLASSROOM BLOCK


A05March 2015

1:100 @ A2

SM

ROOF FRAMING PLANScale: 1:1001

Gable end truss, refer truss design & PS1

Trusses @ 900crs, refer Truss design & PS1

5 pairs of diagonal roof bracing evenly spaced along roof- install Lumberlok Multi brace complete with tensioner to manu. spec., refer Specification for manu. typical details

GENERAL NOTES:

1. Truss design by others, refer to Truss Manufacturers drawings and PS1

2. Purlins evenly spaced ( 900crs max)

3. Refer Beam / lintels schedule Sheet A03 & DesignIT / Prolam certificates

4. Details derived from best assumptions of existing, if find construction method unsuitable with details drawn inform designer immediately for alternative solution.

5. All work to comply with NZS 3604: 2011 amendments 1&2 & NZBC

6. All glazing to comply with NZS4223: 1999

7. All materials & products installed to manufacturers specification and best trade practice

Ridge

roof bracing

roof bracing

roof bracing

roof bracing

roof bracing

roof

brac

ing

roof

brac

ing

roof

brac

ing

roof

brac

ing

roof

brac

ing

Ridge

190x63 Prolam verandah beam, refer Prolam cert.

90x45 purlins equally spaced @ 900crs max.

140x45 Laserframe verandah rafters equally spaced (900crs max), refer DesignIT Cert. member 1

140x45 Laserframe verandah rafters equally spaced (900crs max), refer DesignIT Cert. member 1

190x63 Prolam verandah beam, refer Prolam cert.

400400

90x45 purlins as required for change of pitch, refer Sheet A12 Detail 5

90x45 purlins equally spaced @ 900crs max.

EXISTING CLASSROOM

EXISTING VERANDAH

190x63 Prolam verandah beam each side, refer Prolam cert.

New flat membrane link roof on Ecoply on140x45 rafters

Existing verandah post

Extend existing spouting on timber fascia board along link roof

BRACING PLANScale: 1:1001

LEGEND:

Bracing length

Bracing type

Bracing element

GENERAL NOTES:

1. Install all bracing elements to manufacturers specification, refer Specification appendix for manufacturers bracing installation manuals from:

a. GIB bracing b. James hardie HomeRab bracing c. CS for Doors BraceWall bracing

2-1/

BL1

-H/1

.2

B1/JHD/1.8

A1/JHD/1.2

B2/JHD/2.4 B3/JHD/2.4 B4/LHD-N/4.81-

1/JH

D1.

4

A2/JHD/1.2

2-2/

CS

1980

/1.0

2-1/

BL1

-H/1

.2

4-1/

GS

1-N

/3.6

5-1/

JHD

/2.4

7700

BA

10080

27060

310035

43075

51

A3/JHD/1.2 A4/JHD/1.2 A5/JHD/2.2 A6/JHD/1.2 A7/JHD/1.2 A8/JHD/0.7 A9/JHD/0.5

1-2/

JHD

/2.4

1-3/

JHD

1.4

3-2/

CS

1980

/1.0

3-1/

BL1

-H/1

.2

5-2/

JHD

/2.4

Provide 90x45 blocking to truss bottom chord

Trusses at 900crs to manu. spec.

Lumberlok multibrace with tensioner fixed to the bottom chord of each truss with a minimum of 3/30x3.15 nails, ends fixed manu. spec.

Trusses at 900crs to manu. spec.

Provide 90x45 blocking to truss bottom chord,blocking to extend to lines of cross bracing


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14/5/15

BRACING PLAN

NEW CLASSROOM BLOCK


A06March 2015

1:100 @ A2

SM

FOUL WATER PIPE SIZING GRADIENT

Waste pipe & trap to sink Ø40mm PVC to AS/NZS 3500 1:40Waste pipe & trap to HWC Tundish Ø50mm UPVC to AS/NZS 3500 1:40Vents to FS drains Ø50mm UPVC to AS/NZS 3500 n/a

FS drains & traps to GT Ø100mm UPVC to AS/NZS 3500 1:60

HOT WATER PIPE TYPE STANDARD15mm pipework to Wash hand Basin Polybutylene AS/NZS 2642:Parts 1,2 & 320mm pipework 600mm from HWC Copper NZS 3501

STORMWATER DRAINAGE STANDARD80mm UPVC downpipes AS/NZS 1260UPVC Inspection pipe AS/NZS 1260

PLUMBING SCHEDULE:

Overflow relief gully (ORG) at head of branch drain with Ø50 vent installed through verandah terminating above roof with dektite flashing

LEGEND:-NEW Ø100 1:100 Stormwater drain connects to existing

-NEW Ø100 1:60 Foul Sewer drain connects to existing

-NEW uPVC downpipe fixed to verandah posts / cladding with

galzanised munzing ring downpipe clamp with threaded spacers

-Inspection Point

-Overflow relief gully at head of new branch drain complete with

Ø50 vent installed through verandah terminating above roof with

dektite flashing

- Rheem under bench mains pressure HWC complete with PRV

& tundish over stainless steel overflow tray discharging to ORG,

refer specification & SHEET A17 for Typical Plumbing details

SW

IP

ORG

FS

DP

PLUMBING & DRAINAGE PLANScale: 1:1002

Gutter Calculations: NZBC E1/AS1 Figure 15

Roof catchment plan area = 395m²X-sectional area of external gutter = 31000mm²

uPVC spouting to match existing with minimum X-sectional area of 5100mm² which services a maximum roof plan area of 45m² apx.

Downpipie requirements to meet gutter capacity for roof plan area:

# of DP's for gutter capacity = 31000/5100= 6x � Downpipes minimum required

Install 6xØ80 uPVC Downpipes, 3 each side as shown

Downpipe Calculations: NZBC E1/AS1 Table 5

Roof catchment plan area = 395m²Roof pitch = 20°Ø80 DP services 85m² of roof plan area

# of DP = 395/85 = 5x Ø80 Downpipes required

Ø80 DP

Ø80 DP

Ø80 DP

Ø80 DP

Ø80 DP

Ø80 DP

ORGØ50 vent

HWC

SINK

HWC

SW

SW SW SW SW SW SW

SW

SW SW SW SW SW SW SW

SW

SW

SW

SW

FS FS FS

FS

IP

Connect new FS & SW drains to existing

GENERAL PLUMBING NOTES:

1. All plumbing & drainage works & materials to comply with NZBC G13/AS3 (AS/NZS 3500.1 sec 2,3,4 & appendix C) and Acceptable Solutions E1/AS1 - surface water. Test all PVC drainage pipes below ground in accordance with AS/NZS 2032 section11.

2. All plumbing & drainage is diagramatic only, Sub-contractor to confirm all pipe routes and site levels prior to commencing and provide AS-BUILT drawings as required for Code of Compliance by the local Territorial Authority.

3. Sub-contractor to supply & install hot & cold water feeds to all fixtures as required to comply with NZBC G12: AS1. Test all water supply pipework prior to concealment with 1500kPa pressure test for 15 minutes, visually inspect for leaks & have local TA inspect & confirm test on site.

4. Sub-contractor to supply & install frost protection lagging to all piping outside building thermal envelop & hot water pipes between HWC & outlets with 13mm thick min. closed cell foam polymer insulation.

5. Sub-contractor to install tempering valve to all hot water supply to hygiene fixtures to not exceed 55°C in accordance with the NZBC E3/AS1.

6. Contractor to liaise with Client and confirm all fixtures, fittings, accessories for selection & ensure availability to plumbing sub-contractor as & when required.

7. Main contractor to allow to install blocking as required for fixing of all fixtures, fittings & accessories.

8. Sub-contractor to install bond break sleeving to all pipework through concrete slab & foundations with 25mm flexible Aqua sleeve tubing or similar approved.


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PLOT DATE


14/5/15

REFLECTED CEILING/ELECTRICAL

NEW CLASSROOM BLOCK


A07April 2015

1:100 @ A2

SM

REFLECTED CEILING PLANScale: 1:1001

LEGEND:

1200x600 Daiken acoustic ceiling tiles in exposed 2-way suspended grid system to match existing

Pre-painted metal profiled longrun roofing over verandah on purlins on rafters

Clearlite profiled polycarbonate roofing profile to match roofing on galv. safety mesh on purlins on rafters

Rexel 2x18W LED light fitting 1200mm with wrap around anti-glare prismatic diffuser 400K

Projector / interactive whiteboard unit supplied by school, electrical contractor to provide power & associated cabling for system, liaise with school principle for position & requirements

Smoke Detector - refer Electrical Services documentation

L1

P

SD

Long run pre-painted metal barge

Long run spouting on long run pre-painted metal fascia fixed to verandah beam

L1 L1L1

L1 L1L1

L1 L1L1

L1 L1L1

L1 L1L1

L1 L1L1

L2L2

L2L2

L1 L1

L1 L1

L1 L1

L1

L1

L1

P P

Fibre cement soffit lining with PVC jointers installed to gable ends

Verandah purlins equally spaced @ 900crs max.

Verandah rafters equally spaced @ 900crs max.

Verandah beam, refer Prolam Certificate

Verandah posts, refer Prolam Certificate

New flat membrane link roof on Ecoply on140x45 rafters & 190x63 Prolam beams each side


Verandah spouting continuous above flat membrane link roof

EXISTING CLASSROOM

EXISTING VERANDAH Ex.

post

SD SD SD

SD

LIGHTING / FIRE DESIGN PLANScale: 1:1002

FIRE DESIGN REQUIREMENTS:

Rexel Quicklift Exit 3W LED maintained non maintained illuminated exit sign complying with NZBC,install above external fire exit doors

Manual call points - fire alarm

Manual call points & Sounder- fire alarm

Refer Specification appendex for the following:1. Fire engineers design report2. Manufacturers lighting design

EXIT

MCP

MCP

S EXIT

LEGEND:

Surface mounted Rexel 2x18W LED light fitting 1200mm with wrap around anti-glare prismatic diffuser 400K

Surface mounted Inge R80 double1x1500mm fluorescent light fittings

Rexel Escort 14W LED bulkhead IP65 rated outdoor wall light

Switchboard - PDL superboard DBF flush mount , refer electrical engineers design

Double socket outlet

Data socket outlet - install CAT 6 cable for supply of phone & internet

Projector / interactive whiteboard unit supplied by school, electrical contractor to provide power & associated cabling for system, liaise with school principle for position & requirements

Light switch - gang all switches

Light switch - 2 way

Under bench mains pressure hot water cylinder with tempering valve, refer internal elevations & spec.

Thermostat for radiator heating, refer heating design

Radiator, refer Mechanical Services heating documentation

L1

2D

HWC

P

2

TH

SWITCHING NOTES:

Schneider Electric 600 series.All switches vertical & sockets horizontal.Confirm all substitutions prior to installation

COLOUR:Cover plate - WhiteSwitch colour - White.

INSTALLATION HEIGHT:Switches 1300mm centre off FFLSwitches & sockets 150mm centre off benchtopsSockets 300mm centre off FFL

Align sockets & switches vertically where appropriateGang switching on one plate where possible

Also refer specification for selections

L1 L1L1

L1 L1L1

L1 L1L1

L1 L1L1

L1 L1L1

L1 L1L1

L1 L1

L1 L1

L1 L1

L1

L1

L1

EXITEXIT

EXITEXIT

NEW CLASSROOM RM13NEW CLASSROOM RM12 NEW LEARNING COMMONSRESOURCE

ROOM

EXIT

Install power etc to ceiling to supply projector / interactive whiteboard, confirm position with principle prior to installation

PP

2

2

L2L2

L2L2

SB

MCP

S

MC

P

RR R R R R R

RRR

R

SB

800h x 600w x 600d data cabinet, refer ELECTRICAL ENGINEERS DRAWINGS & internal elevations

HWC MCP

S MC

P SEXIT

MC

P

MC

P

L2


PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

SECTIONS

NEW CLASSROOM BLOCK


A08March 2015

1:50 @ A2

SM

FFL

20.00°

CLASSROOMRM13

0.55mm vertical longrun corrugate cladding on Horizontal Cavibat cavity battens on JH HomeRab board on 90x45 framing @ 400crs complete with wall insulation

Double glazed aluminium windows to match existing

0.55mm pre-painted profiled longrun metal roofing on self-supporting roofing underlay on purlins on trusses complete with roof insulation

Trusses diagramatic only,refer truss design

2720

ove

r top

pla

te

100mm thick 20MPa reinforced concrete slab with grade 500E SE62 mesh on rigid polystyrene under slab insulation on DPM on 50mm sand blinding layer on 150mm min. compacted hard fill

20.0

0°

CLASSROOM CROSS SECTIONScale: 1:502

Acoustic ceiling tiles in exposed 2-way suspended grid system

0.55mm pe-painted longrun metal ridge flashing notched to roofing profile

4300

apx

2455

roof apex

3A12

3A15

10A12

5A12

1A12

2A15

1A14

3A14

2A14

GL

9A12

1A15

8A12

2540

5.0°

5.0°

VERANDAHVERANDAH

Profiled clearlite polycarbonate roofing on safety mesh on purlins on verandah rafters

PottersWhiteboard unit

LONG SECTIONScale: 1:501

FFL

GL

2A12

3A12

10mm GIB Standard wall linings, also refer bracing plan

Trusses diagramatic only,refer truss design

2720

ove

r top

pla

te

RESOURCE ROOMCLASSROOMRM13

LEARNINGCOMMONS

CLASSROOMRM12

1A14

3A14

2A14

7A14

6A14

5A14

1A15

4A15

3A15

similar

2A14

1A15

FFL

GL

2A12

3A12


PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

ELEVATIONS

NEW CLASSROOM BLOCK


A09April 2015

1:100 @ A2

SM

DPDPDP

CL

CR

CL CL

CC

F

CRF

CC

CL

CR

CL CL

CC

F

CRF

CC

4300

roof apex

VERANDAH 1

FFL

150

Original GLGL

WEST ELEVATIONScale: 1:1004

225

Extend & make good to existing paving & ramp up to finish flush with verandah slab

Make good to ground levels - finish smooth without undulations, top dress and sow lawn

1.2m wide x100mm thick 17.5MPa reinforced concrete path with 1:150mm fall away from building, ensure path finishes 150mm below FSL

Make good to ground levels - finish smooth without undulations gradually sloping away from classroom, top dress and sow lawn

EAST ELEVATIONScale: 1:1002

CL

CR

VERANDAH 2

CL CL

CC

F

Outline of existing classrooms beyond

Outline of existing classrooms beyond

CRF

CC

DPDPDP

FFL 150

GL

225

Align membrane roof fascia with existing classroom, extend spouting along link

CL

LEGEND:0.55mm Colorsteel metal profiled longrun roofing Dimond Veedek or similar to match existing

Clearlite profiled polycarbonate roofing profile to match colorsteel roofing on galv. safety mesh

0.55mm Colorsteel metal corrugate longrun cladding or similar to match existing

0.55mm Colorsteel metal longrun flashings to ridge, barge, apron-change of pitch, valley gutters & change of roofing profile, colour to match roofing

Ø80 uPVC Downpipe with galzanised munzing ring downpipe clamp with threaded spacers

GENERAL NOTES:1. All fascia, barge boards and spouting to be selected in colorsteel

2. All exterior door and window joinery to be double glazed aluminium unless otherwise noted, refer Door & Window schedule Sheet A20

CC

CR

Ø80 DP

DPDP

NORTH ELEVATIONScale: 1:1001

Outline of existing classrooms adjacent

VERANDAH 1VERANDAH 2

FFL 150

GL

Original GL to be made goodCCF

Post Post

F

SOUTH ELEVATIONScale: 1:1003

DP DP

CC

4300

roof apex

VERANDAH 1 VERANDAH 2

New flat membrane link roof

Existing verandah post, confirm exact location on site


Outline of existing classrooms adjacent

FFL

225

GL

Original GL


PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

INTERNAL ELEVATIONS

NEW CLASSROOM BLOCK


A10April 2015

1:50 @ A2

SM

INTERNAL ELEVATION A Scale: 1:50A

Radiator

CLASSROOM RM12

INTERNAL ELEVATION F Scale: 1:50F

100

610

4010

0

2400 with 4 Eq divisions

750

HWC

sink

NOTE: JOINER MUST CONFRIM JOINERY UNIT PRIOR TO MANUFACTURE

ITEM DESCRIPTION COLOUR/FINISH

Benchtop High pressure laminate Formica / square edge / 100mm upstand TBCJoinery fronts & haffits Embossed melteca low pressure laminate MDF TBCCarcass Embossed melteca low pressure laminate MDF WhiteHandles Std 100mm brushed S/S or chrome TBC Stainless Steel Drawers Blum soft close Hafele soft closeCupboard Blum 3-way adjustable joinery hinges Hafele soft closeSink Mercer EC107 Bella stainless steel sink with overflow 304 Stainless steelSink mixer Methven Futura sink mixer - code FTKCP ChromeHWC 385x405 25L Rheems under bench mains pressure HWC n/a

JOINERY SCHEDULE:

INTERNAL ELEVATION EScale: 1:50E

Vinyl tarkett on concrete slab

40x12 bevelled MDF architraves, paint finish

Composition on 10mm GIB lining installed to manu. spec.

Joinery unit with S/S sink, refer joinery schedule

60x12 bevelled MDF skirting, paint finish

80 570

650

20

Radiator

INTERNAL ELEVATION HScale: 1:50H

INTERNAL ELEVATION GScale: 1:50G

Radiator Radiator, refer Mechanical Services heating drawings

INTERNAL ELEVATION BScale: 1:50B

CLASSROOM RM13 2Scale: 1:50D


Contractor to confirm location of interactive projector & provide blocking for fixing as required

INTERNAL ELEVATION CScale: 1:50C

Carpet tiles on concrete slab



60x12 bevelled MDF skirting, paint finishRadiatorRadiator

LEARNING COMMONS


PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

INTERNAL ELEVATIONS

NEW CLASSROOM BLOCK


A11April 2015

1:50 @ A2

SM

INTERNAL ELEVATION IScale: 1:50I

Radiator

INTERNAL ELEVATION KScale: 1:50K



60x12 bevelled MDF skirting, paint finishRadiator Radiator


INTERNAL ELEVATION JScale: 1:50J





INTERNAL ELEVATION LScale: 1:50L



Contractor to confirm location of interactive projector & provide blocking for fixing as required




INTERNAL ELEVATION MScale: 1:50M


775

40

7500

Bench

INTERNAL ELEVATION PScale: 1:50P

INTERNAL ELEVATION NScale: 1:50N

INTERNAL ELEVATION OScale: 1:50O

4.8m long x 600mm deep x 40mm thick high pressure MDF Melamine laminate bench top with bull nose to front edge, colour TBC


JOINERY UNIT GENERAL NOTES:

20mm thick low density MDF melamine shelving complete with 2mm bullnose clashing strip all round

Also refer specification for joinery

Provide brackets to fix shelving to studs @ 1.2m crs for seismic restraint

Powdercoated Bowmac B567 angle bracket with gusset @ 800crs fixed to studs with 3/ M10 coach screws with powdercoated heads to match & 3/30mm tex screw to underside of bench top

5x modular shelving units fixed directly to wall

Line of shelving

775

Acoustic tile suspended grid system

825

600

1600


1200 1200 1200 1200 1200

10mm GIB lining, paint finish

600h x 1200w x 400d low pressure MDF Melamine laminate fixed shelving units fixed directly to wall, main contractor to provide continous blocking top & bottom of shelving for fixing


Bench

Compositionabove bench

1600h x 1200w x 400d low pressure MDF Melamine laminate adjustable shelving unit fixed directly to wall, main contractor to provide continuous blocking for fixing

1200 1200 1200 1200 1200 1200

2200h x 1200w x 400d low pressure MDF Melamine laminate adjustable shelving units fixed directly to wall, main contractor to provide continuous blocking for fixing, colour TBC

2200h x 1200w x 400d low pressure MDF Melamine laminate adjustable shelving units fixed directly to wall, main contractor to provide continuous blocking for fixing, colour TBC


10mm GIB lining, paint finish

Radiator

700

800h x 600w x 600d Data cabinet with 90° hinge opening, refer ELECTRICAL ENGINEERS DRAWINGS

Switchboard, refer ELECTRICAL ENGINEERS DRAWINGS

Data cabinet beyond shelving, refer ELECTRICAL ENGINEERS DRAWINGS

CLASSROOM RM13 RESOURCE ROOM


PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

ROOF & SLAB DETAILS

NEW CLASSROOM BLOCK


A12March 2015

1:10 @ A2

SM

200 cover200 co

ver

0.55mm Colorsteel profiled metal longrun roofing on self supporting roof underlay

0.55mm Colorsteel ridge flashing notched to suit profiled metal cladding

stop end

Roofing screw & rubber washer

Truss, refer truss design

TYPICAL RIDGE DETAILScale: 1:101

5.00

°

0.55mm Colorsteel profiled longrun roofing or Clearlite polycarbonate roofing on safety mesh on 90x45 purlins equally spaced @ 900crs max on rafters @ 900crs

50

Colorsteel longrun spouting

Powdercoated colorsteel snow straps installed to manu. spec.

PLVR12H3 200PP GL12 190x63 Prolam verandah beam fixed to post with 2/M12 bolts & washers

VERANDAH BEAM TO POST CONNECTIONScale: 1:109

5050

Colorsteel longrun fascia

PLP8 135PP 112x112 Prolam timber verandah post with 10mm round edges

25

5.00

°

0.55mm Colorsteel profiled longrun roofing or Clearlite polycarbonate roofing on safety mesh on 90x45 purlins equally spaced @ 900crs max on rafters @ 900crs

50

Colorsteel longrun spouting & fascia

Powdercoated colorsteel snow straps

PLVR12H3 200PP GL12 190x63 Prolam verandah beam

VERANDAH RAFTER TO BEAM CONNECTIONScale: 1:108

140x45 rafters @ 900crs max. fixed to beam with multi grips each side nailed with 6/30x3.15 annular grooved nails each flange

PLP8 135PP 112x112 Prolam timber verandah post with 10mm round edges fixed to bracket with 2/M12 galv. bolts

Bowmac B197 post bracket cast into concrete footing

200 min

R10 stirrups at 600crs lap 600mm into slab

20 MPa reinforced concrete footing, bearing into good ground with 300 min. depth below cleared ground

GL

VERANDAH POST TO INSITU FOUNDATIONScale: 1:1010

2/D12 horz.

100mm thick 20MPa concrete slab with grade 500E SE62 mesh on DPM on 50mm sand blinding on 150mm min. compacted hard fill.,

Note: 75mm cover to all reinforcing below ground

FFL

2/D12

FALL

Form 15mm fillet to perimeter of slab edge

600 min. lap

140x45 rafters @ 900crs max fixed to top plate with 3/90x3.15 skew nails & 2 wire dog 'Z' nails

CHANGE IN PITCH APRON FLASHINGScale: 1:105

250 min. 15 min.

250 min. 0.55mm colorsteel change of pitch apron flashing with hem to top edge & notched to suit roofing profile

Fix above flashingRoof underlay laps over flashing

0.55mm Colorsteel profiled longrun roofing or Clearlite polycarbonate roofing on safety mesh on 90x45 purlins equally spaced @ 900crs max on rafters

Stop end

Profiled foam sealing strips to suit roofing to seal

Suspended grid ceiling

0.55mm colorsteel flashing notched around rafters with hem to top and fold & crush to bottom edge, rivet to cladding as per manu. spec.

19mm thick No.1 clears H3.2 coverboard installed between rafters, ensure tight fix to purlin above and bottom edge aligns with bottom of rafter

19mm wide No.1 clears H3.2 timber finishing bead continuous under coverboard & rafters above

140x45 H1.2 blocking as required to close off roof space & align with front face of cladding

20.0

0°

Vertical corrugate cladding on horiz. 45x18 Cavibat cavity battens on JH Rab board on 90x45 framing @ 400crs with wall insulation

10mm ventilation gap

Horiz. Cavibat & cavity closure to close ventilation gapDirection of air flow out of cavity & corrugation to outside

5.00

°

100

VERANDAH SLAB TO FOUNDATIONScale: 1:106

30

100

D12 starter bars @ 600mm crs chemset 120mm min. embedment to foundation & 600min lap to mesh

NOTE: AP40 hardfill compacted in 200mm layers

100mm thick 20MPa concrete slab with grade 500E SE62 mesh on DPM on 50mm sand blinding on 150mm min. compacted hard fill

50

VERANDAH BEAM JOINT DETAILScale: 1:107

PLVR12H3 200PP GL12 190x63 Prolam verandah beam fixed to post with 2/M12 bolts & washers

PLP8 135PP 112x112 Prolam timber verandah post with 10mm round edges

130

6565

60

65 65

FGL

140

240 NOTE: 75mm min cover to reinforcing below ground

NOTE: AP40 hardfill compacted in 200mm layers


WARNING: Do not count blocks for pricing, confirm site condition prior to pricing.

R10 starter bars alternating @ 600mm crs

600 overlap

50

150mm min. to paved ground - PGL225mm min. to finished ground - FGL

20MPa concrete garage slab with 665 grade 500E mesh on polystyrene insulation on DPM on 50mm sand blinding layer on compacted hardfill

D12

CONCRETE BLOCK FOUNDATIONScale: 1:103

5 ga

p

30

100

50

0.55mm Colorsteel box base flashing with 10° slope, hem to top and drip edge to bottom, install flexible flashing tape over flashing

Horiz. Cavibat & cavity closure to baseBitumen impregnated continuous foam seal to close cavity of corrugate

90x45 bottom plate on DPC fixed to concrete slab with Lumberlock header block anchors @ 600mm crs max.

2/D12 longitudinal bars

20 series concrete block foundation with 17.5 MPa concrete infill

100mm to cleared ground level, place100mm top soil up to FGL or Compacted sand blinding as required for pavingCGL

200mm min. depth below CGL

17.5MPa concrete footing

50

FSL

BARGE DETAIL TO VERANDAHScale: 1:104

2 crests

Colorsteel barge flashing

100

6mm JH hardiflex soffit lining fixed to manu. spec. on 70x45 raking soffit bearer & blocking

400

Colorsteel longrun barge board

0.55mm Colorsteel profiled longrun roofing on self-suporting roof underlay on 90x45 purlins equally spaced @ 900crs max on trusses

19mm wide No.1 clears H3.2 continuous timber finishing bead

5 gap

Ceiling system installed to manu. spec.

BARGE / GABLE END DETAILScale: 1:102

2 crests

Colorsteel barge flashing

100

6mm JH hardiflex soffit lining fixed to manu. spec. on 70x45 raking soffit bearer & blocking


0.55mm colorsteel eave flashing with hem under soffit and fold & crush to bottom edge, rivet to cladding as per manu. spec.

MS Silicon sealant

400

Colorsteel longrun barge board

0.55mm Colorsteel profiled longrun roofing on self-suporting roof underlay on 90x45 purlins equally spaced @ 900crs max on trusses

5 gap


PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

LINK ROOF DETAILS

NEW CLASSROOM BLOCK


A13APRIL 2015

1:10 @ A2

SM

Verandah spouting & fascia continuous above linnk roof

MEMBRANE LINK ROOF CROSS SECTIONScale: 1:102

Prolam timber verandah post

50

1.5mm butynol membrane roofing with 2° fall installed by approved applicators on 17mm Ecoply H3 NOT LOSP CD grade face grain across rafters

0.55mm Colorsteel flashing to match verandah fascia

25x25 H3.2 timber fillet both sides

Butynol membrane dressed down over beam & returned at ends

Prolam link roof beam

90x45 link roof rafters @ 400crs max. fixed to beam with 47x90 S/S joist hangers fully nailed with 30x3.15 annular grooved nails

PLVR12H3 200PP GL12 190x63 Prolam link roof beam on 12mm H3.2 packer on EPDM fixed to existing timber studs or new blocking to existing framing with M12 coach bolt & washer @ 600crs max. complete with MS silicon sealant applied to pilot hole

Chamfer inside edge of beam

Existing soild plaster stucco

90x45 blocking shown dashed for ply substrate perimeter fixing

2° fall

12 min.

LINK ROOF BEAM CONNECTION TO POSTSScale: 1:103

8030

Verandah spouting & fascia continuous above linnk roof

8030

Prolam timber verandah post

50

12

PLVR12H3 200PP GL12 190x63 Prolam link roof beam fixed to verandah posts with 2/M12 bolts & washers

90x45 link roof rafters @ 400crs max.


90x45 blocking shown dashed for ply substrate perimeter fixing

2° fall

1.5mm butynol membrane roofing with 2° fall installed by approved applicators on 17mm Ecoply H3 NOT LOSP CD grade face grain across rafters

0.55mm Colorsteel flashing to match verandah fascia

25x25 H3.2 timber fillet both sides

Butynol membrane dressed down over beam & returned at ends

Existing timber verandah post to existing building

PLVR12H3 200PP GL12 190x63 Prolam link roof beam on H3.2 packer to suit fixed to existing post with 2/M12 bolts & washers


high point

3

-

2

-

Extend spouting to match existing

19mm H3.2 timber fascia board to align with existing, paint to match existing

1.5mm membrane roofing with 2° fall on 17mm Ecoply H3 NOT LOSP CD grade on 90x45 rafters @ 400mm crs.

Pre-painted 0.7mm Aluminium under flashing rebated to chamfered end of ply.

MEMBRANE LINK ROOF LONG SECTIONScale: 1:101

Line of verandah post beyond

SPOUTING

FASCIA

VERANDAH ROOFING

Line of verandah beam beyond

45x45 chamfered upstand & 25x25mm timber fillet

0.55mm Colorsteel flashing on Butynol membrane dressed down over verge board50

19mm thick H3.2 verge board, paint finish

1.5mm membrane roofing with 2° fall on 17mm Ecoply H3 NOT LOSP CD grade on 90x45 rafters @ 400mm crs.

90x45 link roof rafters @ 400crs max. fixed to beam with 47x90 S/S joist hangers fully nailed with 30x3.15 annular grooved nails

Line of 90x45 blocking for ply substrate perimeter fixing shown dashed

Line of verandah post beyond

140x45 end rafters ripped down to suit & fixed to beam with Lumberlok multi-grip fully nailed with 30x.3.15 annular grooved nails

Diagrammatic only, not for construction purposes

LINK ROOF 3D PERSPECTIVESNTS4


PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

DETAILS

NEW CLASSROOM BLOCK


A14March 2015

1:5 @ A2

SM

1 A u g u s t 2 0 1 1 D E PA R T M E N T O F B U I L D I N G A N D H O U S I N G146

E X T E R N A L M O I S T U R E Acceptable Solution E2/AS1

Figure 100:

Window and door flashings for profiled metal Paragraphs 9.6.8.6 and 9.6.9.7, Figures 95 and 99

Amend 2 Jul 2005 Amend 5

Aug 2011

AL. SLIDING WINDOW HEAD TO VERT. METALScale: 1:55

Double glazed aluminium sliding window joinery with awning window above

5 m

in g

ap

0.55mm colorsteel head flashing with 15° fall, hem to top, kick out to bottom & 20mm stop-ends extends over jamb flashing each end

35 m

in.

10mm min. cover

10m

m g

ap

Install flexible flashing tape continuous around entire opening, lap 50mm min. over Rab boardThermakraft 403F foil tape to cover raw bituminous edge of Thermakraft Aluband flexible flashing tapeSika AT Fascade sealant wet seal on PEF backing rod continuous around opening


Flexible flashing tape over head flashing upstand

Horiz. Cavibat & cavity closure positioned to give 15mm drip edge to claddingCompressible bitumen impregnanted foam seal

10mm min cover

5 gap

65 apx10mm min cover

5 gap

line of head flashing over continuous along windows & door

AL. SLIDING WINDOW / DOOR JAMB TO VERT. METALScale: 1:56

Sika AT Fascade sealant wet seal on PEF backing rod continuous around opening

Install flexible flashing tape continuous around entire opening, lap 50mm min. over Rab board rigid air barrier

Thermakraft 403F foil tape to cover raw bituminous edge of Thermakraft Aluband flexible flashing tape

10mm gap between framing & reveal

0.55 Colorsteel box flashing with hems to both edges on rigid extruded polystyrene on Cavibat battens

Continuous compressable foam seal.

AL. SLIDING WINDOW SILL TO VERT. METALScale: 1:57

50mm cover

5 ga

p

10mm cover

Compressible bitumen impregnanted foam seal

Colorsteel sill flashing with 10° slope, end of sill closed

Vertical corrugate cladding on horiz. Cavibat cavity battens on Jh Rab board

Double glazed aluminium window joinery with frame block

Install flexible flashing tape continuous around entire opening, lap 50mm min. over Rab board

Sika AT Fascade sealant wet seal on PEF backing rod continuous around openingThermakraft 403F foil tape to cover raw bituminous edge of Thermakraft Aluband flexible flashing tape

Wanz support bar along entire sill

AL. WINDOW HEAD TO VERT. METALScale: 1:51

5 m

in g

ap


35 m

in.

10mm min. cover

10m

m g

ap

Double glazed aluminium window joinery, refer window/door scheduleInstall flexible flashing tape continuous around entire opening, lap 50mm min. over Rab boardThermakraft 403F foil tape to cover raw bituminous edge of Thermakraft Aluband flexible flashing tapeSika AT Fascade sealant wet seal on PEF backing rod continuous around opening



Horiz. Cavibat & cavity closure positioned to give 15mm drip edge to claddingCompressible bitumen impregnanted foam seal

AL. WINDOW JAMB TO VERT. METALScale: 1:52

10mm min cover

5 gap

650.55 Colorsteel box flashing with hem, kick out and fixing bracket

RivetVertical corrugate cladding on horiz. Cavibat cavity battens






Line of sill flashing below

line of head flashing over

4.5mm JH HomeRab rigid air barrier

50mm cover

AL. WINDOW SILL TO VERT. METALScale: 1:53

5 ga

p

Colorsteel sill flashing with 10° slope, end of sill closed

Vertical corrugate cladding on horiz. Cavibat cavity battens on JH Rab board

10mm cover

10m

m g

ap


Install flexible flashing tape continuous around entire opening, lap 50mm min. over Rab board


Wanz support bar along entire sill



Line of jamb flashing


Concrete slab

AL. WINDOW SILL TO SLAB4

Verandah concrete slab

Carpet tiles

Proprietry Al. sill liner on continuous compressible seal tape

WANZ support bar

FSL

Thermakraft Aluband flexible flashing tape along entire sill & 50mm down face

Sill flashing with 10° slope, upstand with hem & end of sill closed

Concrete slab

NOTE: Recess all brace straps in wall framing to allow flush GIB installation

MITEK TYPE G (7.5kN) LINTEL FIXINGScale: 1:108

GIB HandiBrac hold down bracket fixed to stud with 5/8mm AF tek screws & to bottom plate with 3/8mm AF tek screws & Bowmac screw bolt to slab

90

400x1mm sheet brace to one side fixed with 6/30x3.15mm nails to lintel & wall framing

2/90x3.15 skew nails directly below lintel

90x3.15 nails @ 250mm crs. both sides

6/90x3.15 nails end fixed into lintel

Top plate to stud connection fixed with James Hardie HomeRAB Pre-cladding (Type B 4.7kN fixing) to manu. spec.

90x45 understud

90x45 double trimming stud


Concrete slab


MITEK TYPE F (4.0kN) LINTEL FIXINGScale: 1:107

Tylok 4T5 to one side


90x3.15 nails trimmer to doubling stud @ 250mm crs.


NOTE: Bottom plate lintel hold downs not required.

Lintel

2x Tylok 2T4 to one side

90x45 understud

90x45 double trimming stud90



Concrete slab

90x45 understud


90x45 double trimming stud


90x3.15 nails trimmer to doubling stud @ 250mm crs.


NOTE: Bottom plate lintel hold downs not required.

Lintel

Tylok 2T4 to one side

90

MITEK TYPE E (1.4kN) LINTEL FIXINGScale: 1:106



PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

DETAILS / LINTEL FIXING

NEW CLASSROOM BLOCK


A15April 2015

1:5, 1:10 @ A2

SM

2 cr

ests

min

.

0.55mm Colorsteel corner flashing

Vertical corrugate cladding on horiz. 45x18 Cavibat cavity battens on 4.5mm JH Rab board on 90x45 framing @ 400crs with wall insulation

VERT. CORRUGATE EXTERNAL CORNERScale: 1:55

2 crests min.

10mm

gap

5mm

gap

10mm gap

5mm

gap

Rivet

Rivet


90

New aluminium door joinery shown diagramatic

Concrete slab 100

AL. SLIDING DOOR THRESHOLD Scale: 1:53

line of rebate outside width of door to allow clearance off metal cladding

Line of verandah slab beyond

Verandah concrete ramp

Carpet tiles

15

10 gap

High point, create falls each side of door

WANZ support bar 55

35

Cement grout fill

Form rebate to door threshold to create accessible entry, remove block face & form with temporary formwork

Thermakraft Aluband flexible flashing tape along entire sil l& 50mm down face

AL. SLIDING DOOR JAMB BELOW WINDOWScale: 1:52

10mm min cover

5 gap

650.55 Colorsteel box flashing with hem, kick out and fixing bracket

RivetVertical corrugate cladding on horiz. Cavibat cavity battens


4.5mm JH HomeRab rigid air barrier





Line of sill flashing below

line of head flashing over

5 m

in g

ap

35 m

in.

AL. SLIDING DOOR / WINDOW HEAD Scale: 1:51

10mm min. cover

Double glazed aluminium sliding door joinery with fixed window above




Horiz. Cavibat & cavity closure positioned to give 15mm drip edge to cladding

Install flexible flashing tape continuous around entire opening, lap 50mm min. over Rab boardThermakraft 403F foil tape to cover raw bituminous edge of Thermakraft Aluband flexible flashing tapeSika AT Fascade sealant wet seal on PEF backing rod continuous around opening




75

New aluminium door joinery shown diagramatic

Concrete slab 100

AL. HIGNED DOOR THRESHOLDScale: 1:54

45

Verandah concrete slab

Carpet tiles

15

Cement grout fill

Proprietry Al. sill liner on plastic shims to level

WANZ support bar

FSL

FVL

Thermakraft Aluband flexible flashing tape along entire sill & 50mm down face


PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

WINDOW / DOOR SCHEDULE

NEW CLASSROOM BLOCK


A16March 2015

1:50 @ A2

SM

INTERNAL DOOR JOINERY:

DOOR #: D08 & D09TYPE: CS for Doors cavity sliderCAVITY MODEL: BraceWallDOOR STYLE: Overtaking New YorkerREVEAL: 19mm No. 1 clears timber reveals, Paint finishHARDWARE: CS for doors standard hardwareGLAZING: Laminated single glass to meet NZS4223FINISH: Alum. - Powdercoated to match exterior joinery

Reveals - Semi gloss enamel paint

DOOR #: D10TYPE: CS for Doors DOOR STYLE: Hinged New YorkerREVEAL: 19mm No. 1 clears timber reveals, Paint finishHARDWARE: To match exterior doors with door lockGLAZING: Laminated single glass to meet NZS4223FINISH: Alum. - Powdercoated to match exterior joinery

Reveals - Semi gloss enamel paint

IMPORTANT:ALUMINIUM JOINER TO CHECK OPENING SIZES ON SITE PRIOR TO MANUFACTURE, ALL DIMENSIONS ARE NOMINAL TRIM OUT SIZE ONLY

FFL

545

1980

doo

r lea

fFFL

W01, W02, W06, W07

D01, D03 W05, W12 D02, D06 mirrored

W04, W11Also separate windowsW03, W08

W17, W18

2010

910

1100

SF, sg

INTERNAL TIMBER WINDOW JOINERY:

WINDOW #: W17 & W18REVEAL: 19mm No.1 clears radiata timber reveals

with timber glazing beads both sidesHARDWARE: NoneGLAZING: Laminated single glass to meet NZS4223FINISH: Paint - colour TBC

CS for Doors- New Yorker aluminium framed / laminated single glazed hinged door to match Cavity slidersHold back latch stopHardware to match exterior doors

Timber reveal & glazing beads

KEY:SF = safety glass to NZS4223sg = Laminated single glazingr = restrictor stays

GENERAL JOINERY / GLAZING NOTES:

1. All Door & Window joinery to be Aluminium unless noted otherwise2. All aluminium joinery comply with NZS 3504 Aluminium Windows &NZS 4211 : 1985 Performance of Windows3. All glazing to comply with NZS4223 requirements4. External glazing to be double glazed safety glass with exterior pane laminated safety glass & interior pane toughened safety glass5. All internal glazing to be single glazed laminated safety glass to meet NZS42236. Also refer specification & details for installation

SF, r SF, r45

5

SF

1280

2010

OA

/ 19

80 d

oor l

eaf

2400 with 2 equal divisions 970 OA / 910 leaf

2010

OA

/ 19

80 d

oor l

ea

2400 with 2 equal divisions

SF SF

SF

SF SF SF

slide slide

SF

slide

SF

SF, r SF, r SF, r SF, rSF545

1525

1000

545

2565

1980

doo

r lea

f

2565

545

D05, D07W10, W14 W09, W13

W15, W16

1980

doo

r lea

f54

5

2565

1000

D08, D09 D10

1825

700

90 90 90 901500 with 2 eq. div. 1500 with 2 eq. div.2000 with 2 eq. div.1500 with 2 eq. div. 2000 with 2 eq. div.2000 with 2 eq. div.2000 with 2 eq. div.1000

Continuous lintel

Continuouslintel over

adjacent window Continuous lintel

D04

2000 with 2 eq. div.

D02

CS for Doors - BraceWall overtaking New Yorker aluminium framed / laminated single glazed cavity sliding door

slide

SF

SF

SF

Hold back latch stop

SF SF

SF

SF SF SF

slide slide

SF

slide

SF

SF, r SF, r SF, r SF, rSF

SF

SF

SF

SF

SF

SF, r

SF

SF, sg

SF, sg SF, sg

SF, sg SF, sg

slideslide

SF

SF

wall cavity

40

4040

DOOR HEIGHTS WINDOWS

Laminated

ALUMINIUM WINDOW JOINERY:

TYPE: Powdercoated aluminiumSUITE: Residential - thermally brokenREVEAL: 19mm H3.1 No.1 clears timber reveals,

paint finish ARCHITRAVES: 40x12mm bevelled MDF, pant finishHARDWARE: Standard or similar approved

Operable electric opening system for high windowsPowdercoat to match joinery

GLAZING: Double glazed to meet NZS4223Argon gas filled

FINISH: Alum - Duralloy powder coated finish with an average of 80 microns with a minimum of 50 micronsReveals - Semi gloss enamel paint

COLOUR: To match school existing alum. joineryFLASHINGS: As detailed

ALUMINIUM DOOR JOINERY:

TYPE: Powdercoated aluminiumSUITE: Residential - thermally brokenREVEAL: 19mm H3.1 No.1 clears timber reveals, paint finish

NO timber sill reveals, provide aluminium sill liners as detailed

ARCHITRAVES: 40x12mm bevelled MDF, pant finishHARDWARE: Standard or similar approved

Powdercoat to match joineryLocks to keyed to school master key

GLAZING: Double glazed to meet NZS4223Argon gas filled

FINISH: Alum - Duralloy powder coated finish with an average of 80 microns with a minimum of 50 micronsReveals - Semi gloss enamel paint

COLOUR: To match school existing alum. joinery FLASHINGS: As detailed

DOOR HARDWARE:

Door hardware refer Allegion door schedule in Specification appendix

CS for Doors - overtaking cavity slider, refer Specification - 5231CS CS FOR DOORS® SPECIALISED

WINDOW HARDWARE:

Refer Specification - 4521AR APL RESIDENTIAL ALUMINIUM WINDOWS AND DOORS

CONSTRUCTION NOTES: Details derived from best assumptions of existing, if find construction method unsuitable with details drawn inform designer immediately for alternative solution.

All work to comply with NZS 3604: 2011 amendments 1&2

All glazing to comply with NZS4223: 1999

All materials & products installed to manu. spec. and best trade practice

FIXINGS SCHEDULE: Site requirements Cromwell Altitude 200m above sea levelSnow Zone = N5Snowloading = 1.0kPaWind Zone= HIGHEarthquake Zone = 2Exposure zone = B

Bottom plate to block foundation concrete slab Bottom plate on DPC fixed with Bowmac M10 x140 blue head screw bolt @ 600mm crs max..

Bottom plate to studBottom plate fixed to stud with 3/90x3.15 nails end nailedBottom plate to stud fixing must also comply with Bracing element system & Lintel fixing requirements

Bottom plate at Braceline bracing elements GIB HandiBrac hold down bracket fixed to stud with 5/8mm AF tek screws & to bottom plate with 3/8mm AF tek screws & Bowmac screw bolt to slab

Lintel fixing to framing Lintel fixing installed to Mitek typical lintel fixing details as per lintel / beam schedule & Sheet A13 details 1,2&3

Top plate to studs Top plate fixed to stud with James Hardie HomeRAB Pre-cladding board (Type B 4.7kN fixing) installed to manu. spec., refer specification appendix

Truss to top plateTrusses fixed as per truss manu. specification, refer Truss Design in appendix

Verandah rafters to verandah beam Rafters fixed to stringer/verandah beam with multigrips each side nailed with 6/30x3.15 annular grooved nails each flange

Verandah beam to postProlam verandah beam fixed to post with 2/M12 bolts & washers

Verandah post to slabBowmac BS197 Stainless steel post bracket cast-in to verandah slab, post fixed with 2/M12 S/S bolts & washers

Purlins to trusses Purlins fixed to trusses/rafters with 2/90x3.15 skew nails & 1/10g 80mm long self drilling screw.

Link roof beam to existing studsBeam fixed to each existing stud with M12 coach bolt & 50x50x3mm washer

Link roof rafters to beam Rafters fixed to beam with 90x47 joist hangers fully nailed with 30x3.15 annular grooved nails

General fixing notesFixing requirements installed as per fixing schdule & NZS3604:2011. Also refer to drawings All exterior bolt connections to be stainless steel complete with 50x50x3mm S/S washers to timber.All straps/fixings rebated for flush GIB installation as required.


PROJECT

CLIENT

DWG

ISSUE DATE REVISION

PROJECT #

DWG #

REVISION

DATE #

SCALE

DRAWN

PLOT DATE


14/5/15

FIXING /SELECTIONS/PLUMBING

NEW CLASSROOM BLOCK


A17March 2015

N/A

SM

GENERAL SELECTIONS: 1. CONCRETE SLAB:Strength to be 20 MPa at 28 days.Powerfloat machine finish CCANZ level U4 specification to internal concrete slabsBroom finish level CCANZ level U5 specification to verandah and covered courtyard slabs

2. TIMBER FRAMING:

Internal structural framing timber H1.2 SG8External structural framing timber H3.2 SG8Verandah Prolam posts H3.2 SG8 dressed no.1 clearsTimber trusses H1.2 SG8Timber verandah beam H3.2 SG8Timber battens/packers to claddings H3.2 SG8Internal finishing timber Pine dressed no.1 clearsInternal architraves/skirting MDF

All other materials & sizes as specified in drawings

Place continuous full width DPC between all:-timber & concrete, -Steel members & concrete.

3. EXTERIOR CLADDING: -0.55mm Colorsteel longrun vertical corrugate cladding on horizontal CaviBat cavity battens-colour to match existing classroom block

4. ROOFING:Main roof

- 0.55mm Colorsteel longrun profiled metal roofing to match existing- 0.55mm Colorsteel flashings to match existing

Vernadah roof- 0.55mm Colorsteel longrun profiled metal roofing to match existing- Clearlite polycarbonate profiled roofing to match metal profile, refer spec.- 0.55mm Colorsteel flashings to match existing

Membrane link roof- 1.5mm thick Butynol membrane roofing, colour black- 0.55mm Colorsteel flashings to match verandah

5. INSULATION: Refer Design Navigator H1 report in specification

Walls - 90mm R2.8 Earthwool wall insulation Roof space -210mm R5.2 Earthwool ceiling insulationUnder slab -50mm R1.3 Expol S polystyrene insulation installed above DPM

6. LININGS: a) New classroom & resource room

- 10mm GIB standard lining to walls- Suspended grid ceiling

b) Bracing elements-Install GIB bracing elements to manu. spec's as per bracing plan & schedule

c) General lining notes-GIB linings installed to manu. spec.-GIB stopping to level 4 finish for paint finish-GIB Stopping to level 3 finish behind composition wall coverings-Use GIb paper tape & GIB Goldline Platinum tape on trims

1 D e c e m b e r 2 0 0 7 D E PA R T M E N T O F B U I L D I N G A N D H O U S I N G

w At e r S u p p l i e S Acceptable Solution G12/AS1

�0

Mains pressure Storage water Heater System (unvented) Paragraphs 6.1.2 and 6.2.1 b)

low pressure Valve – Vented water Heater System – temperature and pressure relief Valve Paragraphs 6.1.2 and 6.2.1 b)

Figure 8:

Figure 9:

D E PA R T M E N T O F B U I L D I N G A N D H O U S I N G


��

6.11.4 Structural Support

NZBC B1.3.2 requires building elements (including storage water heaters) to be adequately supported including support against earthquake forces. The method illustrated in Figure 14 is acceptable for water heaters up to 360 litre capacity. Where fittings and pipework are attached to the water heater through the supporting platform or floor a 50 mm minimum clearance shall be provided between the fitting and the support structure.

6.11.5 Another acceptable solution for securing storage water heaters against seismic forces is given in Section 203 of NZS 4603.

6.12 Hot water pipe sizes

6.12.1 The diameter of hot water supply pipes from storage water heaters and to sanitary fixtures shall be no less than those required by Table 4.

6.13 wet-back water heaters

6.13.1 Wet-back water heaters shall be:

a) Connected only to open vented storage water heaters, or a water storage vessel (see Figure 15), and

b) Made of copper.

6.13.2 Copper pipework shall be used between the wet-back and the water tank.

1 D e c e m b e r 2 0 0 7

Figure 14:

Seismic restraint of Storage water Heaters 90 – 360 litres Paragraph 6.11.4

Amend 5 Feb 2004

Amend 5 Feb 2004

Amend 5 Feb 2004

Third Edition Dec 2007



�2

6.4 Safety devices

6.4.1 Valve vented (unvented) systems shall have in addition to Paragraph 6.3.3 the following safety devices:

a) Combined temperature/pressure relief valve for systems with a working pressure greater than 120 kPa,

b) Combined temperature/pressure relief valve or a pressure relief valve for systems with a working pressure less than 120 kPa,

c) An energy cut-off for each heating unit on gas and electric systems, and

d) Valves complying with Table 6.

6.4.2 Free outlet (push through) water heaters shall have a relief valve. No relief valve drain is required.

6.5 temperature control devices

6.5.1 Electric thermostats and energy cut-off devices shall comply with NZS 6214 or AS 1308.

6.5.2 Energy cut-off devices shall be designed to:

a) Be reset manually, and

b) Disconnect the energy supply before the water temperature exceeds 95°C.

6.6 relief valves

6.6.1 All valves shall have flow rates, pressure and diameter compatible with the system they serve.

6.6.2 Pressure relief valves and expansion control valves shall have:

a) A flow rate capacity of no less than the rate of cold water supply, and

b) A maximum pressure rating of no more than the working pressure of the hot water storage vessel.

COMMeNt:

The provision of cold water expansion valves satisfies two objectives of the New Zealand Building Code:

1. Safety: Protects the pressure relief or combined temperature/pressure relief valve from blockage due to calcium and other similar deposits where hard water is frequently discharged through the valve.

2. Energy Efficiency (NZBC H1): Cold water instead of hot water is discharged to waste during the frequent warm up cycles.

6.6.3 Expansion control valves shall have a pressure rating of no less than that of the water supply pressure to the storage water heater, but less than the pressure rating of the relief valve.

3 0 S e p t e m b e r 2 0 1 0

table 6:

Storage water Heater Valves Paragraph 6.3.3 c) and 6.4.1 d)

Valve type Standard

Cold water expansion valves NZS 4608 BS EN 1491 AS 1357: Part 1

Temperature/pressure relief valve NZS 4608 BS EN 1490 AS 1357: Part 1

Non-return valves NZS 4608 AS 1357: Part 1

Vacuum relief valves NZS 4608 AS 1357: Part 2

Pressure reducing valves and pressure limiting valves NZS 4608 BS 6283: Part 4 AS 1357: Part 2

Pressure relief valves NZS 4608

Amend 5 Feb 2004

Amend 5 Feb 2004

Amend 5 Feb 2004


Amend 7Sep 2010

Amend 7Sep 2010



��

COMMeNt:

This paragraph applies to storage water heaters located inside the building’s thermal envelope with relief valve drains discharging where freezing of the drain is likely.

6.7.6 Closed cell foam polymer insulation or fibre glass insulation which is preformed to the shape of the pipe and not less than 13 mm thick, is acceptable material for preventing pipes less than or equal to 40 mm diameter from freezing. Any insulation material that absorbs moisture shall be protected in a waterproof membrane.

6.8 Vent pipes

6.8.1 Vent pipes for open vented storage water heaters shall comply with the provisions of Paragraphs 6.8.2 and 6.8.3.

6.8.2 installation

a) Materials: The pipe material shall be copper complying with Table 1,

b) Diameter: The diameter of the vent pipe shall be no less than that of the hot water outlet fitting on the storage water heater and no less than 20 mm where the energy input rating is greater than 3 Kw,

c) Termination: The vent pipe (see Figure 6) shall terminate either:

i) outside the building, or

ii) over a water tank supplying the storage water heater, and

d) Height: The vent pipe height, measured in metres from the base of the storage water heater, shall not exceed the height (in metres) that equates to the maximum pressure rating of the storage water heater, and

e) Water level: The normal standing water level in the vent pipe shall be a minimum of 3.0 metres above the highest outlet. The height of the vent pipe shall be:

i) 300 mm above the standing water level of the vent pipe, for tank fed systems, and

ii) 1.0 m above the standing water level, for pressure reducing valve fed systems.

COMMeNt:

a) The 1.0 m height has been found to prevent hot water loss due to the pressure reducing valve creeping.

b) The 3.0 m height is measured from the highest fitting in order to ensure sufficient working head to that fitting.

c) 9.81 kPa = 1 metre in head = 1 metre in height.

1 D e c e m b e r 2 0 0 7

Figure 12:

relief Valve Drains – Freezing protection Paragraphs 6.7.1, 6.7.4 and 6.7.5

Amend 5 Feb 2004

Amend 5 Feb 2004

Amend 5 Feb 2004

w At e r S u p p l i e S


Acceptable Solution G12/AS1

��

6.8.3 insulation

a) Where the vent pipe is likely to be subjected to freezing, it shall be insulated between the top of the storage water heater, and a point no less than 300 mm above the normal standing water level in the vent pipe.

b) Insulation material is to comply with Paragraph 6.7.6.

6.9 Another acceptable solution for the installation of open vented storage water heaters

6.9.1 NZS 4603 is an acceptable solution for open vented low pressure storage water heaters, but may exceed the performance criteria of NZBC G12.

6.10 Another acceptable solution for the installation of unvented (valve vented) storage water heaters.

6.10.1 NZS 4607 is an acceptable solution for unvented (valve vented) storage water heaters, but may exceed the performance criteria of NZBC G12.

6.11 water heater installation

6.11.1 Water heaters shall be installed in accordance with the manufacturer’s instructions.

6.11.2 Where heating units, sacrificial anodes, thermostats, pipework connections, valves, or other accessories being components of a storage water heater are installed, they shall be accessible for inspection, maintenance and removal.

6.11.3 Storage water heaters shall have:

a) Safe trays complying with Paragraph 5.2.3 where water could penetrate another household unit within the same building.

b) Connections compatible with the pipe material used, and

c) Drain pipes (for every storage water heater of more than 45 litres capacity) which:

i) have a conveniently located isolating valve, and terminate with a cap or plug suitably located to easily empty the vessel for maintenance, or

ii) terminate outside the building with a cap only.

1 D e c e m b e r 2 0 0 7

Figure 13:

relief Valve Drains – Combined Paragraphs 6.7.1, 6.7.2 f) and 6.7.3

Amend 5 Feb 2004

Amend 5 Feb 2004

Amend 5 Feb 2004



w At e r S u p p l i e S


Acceptable Solution G12/AS1

��

6.14 Safe water temperatures

6.14.1 Maximum temperatures

The delivered hot water temperature at any sanitary fixture used for personal hygiene shall not exceed:

a) 45°C for early childhood centres, schools, old people’s homes, institutions for people with psychiatric or physical disabilities, hospitals, and

b) 55°C for all other buildings.

COMMeNt:

1. At greatest risk from scalding are children, the elderly, and people with physical or intellectual disabilities, particularly those in institutional care.

2. Sanitary fixtures used for personal hygiene includes showers, baths, hand basins and bidets.

6.14.2 Hot water delivered from storage water heaters

a) An acceptable method of limiting hot water temperature delivered from storage water heaters is to install a mixing device between the outlet of the water heater and the sanitary fixture (see Figure 16).

b) Tempering valves shall comply with NZS 4617 or AS 1357.2.

6.14.3 legionella bacteria

Irrespective of whether a mixing device is installed, the storage water heater control thermostat shall be set at a temperature of not less than 60°C to prevent the growth of Legionella bacteria.

1 D e c e m b e r 2 0 0 7

Figure 15:

wet-back installation – Open Vented System Paragraph 6.13.1 a)

Figure 16:

tempering Valve installation Paragraph 6.14.2 a)

Amend 5 Feb 2004

Amend 5 Feb 2004

Amend 5 Feb 2004

Amend 5 Feb 2004


A01 [TITLE]SOUTH WEST PERSPECTIVE-3NORTH WEST PERSPECTIVE-2SOUTH EAST PERSPECTIVE-2

A02 [SITE PLAN]site-2

A03 [PROPOSED FLOOR PLAN]proposed plan

A04 SLAB PLAN [SLAB PLAN]SLAB PLAN

A05 ROOF FRAMING & ROOF PLAN [ROOF FRAMING & ROOF PLAN]propo plan-8SLAB PLAN-2

A06 BRACING & DRAINAGE PLAN [BRACING & DRAINAGE PLAN]propo plan-9propo plan-13

A07 REFLECTED CEILING & ELECTRICAL PLAN [REFLECTED CEILING & ELECTRICAL PLAN]REFLECTED CEILING PLANpropo plan-10

A08 SECTIONS [SECTION]CLASSROOM CROSS SECTIONLONG SECTIONLONG SECTION-2

A09 ELEVATIONS [ELEVATIONS]SOUTH ELEVATION-6NORTH ELEVATION-8WEST ELEVATION-6EAST ELEVATION-8

A10 INTERNAL ELEVATIONS-2 [INTERNAL ELEVATIONS]Section-2BREAKOUT SPACE 1BREAKOUT SPACE 2BREAKOUT SPACE 3Section-3CLASSROOM RM13 1CLASSROOM RM13 2INTERNAL ELEVATION 8

A11 INTERNAL ELEVATIONS [INTERNAL ELEVATIONS]Section-1INTERNAL ELEVATION 2INTERNAL ELEVATION 3INTERNAL ELEVATION 4RESOURCE ROOM INTERNAL ELEVATIONS

A12 [DETAILS]SLAB DETAILS

A13 [DETAILS]SLAB DETAILS-2LINK ROOF PERSPECTIVE 1LINK ROOF PERSPECTIVE 2LINK ROOF PERSPECTIVE 3

A14 [DETAILS]SLAB DETAILS-5

A15 [DETAILS]SLAB DETAILS-3SLAB DETAILS-6

A16 [WINDOW / DOOR SCHEDULE]WINDOW / DOOR SCHEDULE

A17 [SCHEDULES/ SELECTIONS]PLUMBING SPECPLUMBING SPEC-2PLUMBING SPEC-3PLUMBING SPEC-4PLUMBING SPEC-5PLUMBING SPEC-6

Documents

5195.2.4 goldfields classroom block consent set 2015-05-14 · 2015. 5. 25. · a11 internal classroom elevations a12 details a13 details a14 details a15 details a16 window / door