1. No category

9th September 2013
To the Tenderers
John Paul College Rotorua
Notice to Tenderers #3
The following are clarifications to or changes to the tender documents:
1
Clarification: Rear wall of Gym (where works are to take place) is to be clad in PBS
Eterpan (refined). Gym wall is to have approximately 120m² of cladding as shown on
new drawing AL156.
2
Clarification: Security gate detail shown on drawing AA305 attached.
3
Change: Soffit to north and south elevations (two story block) are shown on updated
detail 32 on drawing AA305 attached.
4
Clarification: Tanking membrane to be used is to be Sika blackseal SB spray applied
tanking as described in the specification.
5
Clarification: Roof framing (timber trusses) over faculty office is to have a heal in the
truss (420mm from underside of bottom chord to top of top chord) as shown on
section C-C.
6
Change: Window W103 is to be a double hung window in lieu of the single slider as
shown in tender documents.
7
Clarification: Top floor concrete nib is to be constructed as per BSK drawings using
masonry block.
8
Change: External walls on top floor (running north to south) are to be 190x45mm
SG8 H1.2 timber framing.
Please acknowledge receipt of this notice in your tender submission.
Yours faithfully
Cameron Laing
Architectural Graduate
On behalf of Gisler Architects Ltd
59 Bank Street, P O Box 297, Te Awamutu 3840
Phone: 07 870 5200 Fax: 07 870 5300 Mobile: 029 839 9998
www.gisler-architects.co.nz
PDF processed with CutePDF evaluation edition www.CutePDF.com
4. Demolition
4.01.01
QUALIFICATION: carry out demolition only under the supervision
of a suitably experienced person and using only experienced
operators and drivers. Obtain and pay for any required
inspection which are additional to the building consent. Take all
precautions necessary to minimise nuisance caused by dust,
dirt, rubbish and water. SITE SAFETY: prevent access by
unauthorised persons. Illuminate and protect all holes, unsafe
buildings and other hazards. Leave site and building safe at the
close of each days work. REINSTATE AND MAKE GOOD:
reinstate and make good demolition damage to adjoining
properties, existing work, services, or property.
4.01.02
Take necessary care when demolishing existing buildings of the
existing storm water (SW) and sanitary sewer (SS) drains.
Existing drains are approximately shown. Confirm positions on
site prior to commencement of work. Trench around the new
building as shown and re-route all existing drains from other
buildings through this trench. Confirm on site the location and
direction of flow of existing drains. Make good at completion of
works where existing asphalt cut. Refer to Foundation Plan &
Plumbing & Drainage Plan for further information.
4.01.03
4.01.04
4.01.08
4.01.09
4.01.10
4.01.11
4.01.12
Remove existing posts and verandah structure. Take extra care
where the verandah (shown with zigzag line) is to be retained.
Allow to make good to new exposed edge. Refer to roof plan for
further information.
Existing Sanitary Sewer Line
Existing Storm Water Line
New SW/SS trench
Existing SW MH
Existing SS MH
Verandah to be removed
Walls to be removed
Stage 2 walls removed
SS MH
Retain existing wall/s. Weatherproof with suitable covers where
existing internal wall/s will be exposed to exterior elements
during construction indicated by wave line. Confirm configuration
of existing wall once on site and report back to architect on this.
Take care when operating on this wall that no items are
damaged on the opposite side of the wall.
Storm Water Man Hole
Sanitary Sewer Man Hole
NO WORK TO THIS AREA
Stage 2 works - Existing art block is to be demolished (including
floos slabs/foundations) at the completion of the new
technology block. Allow to remove entire building including floor
slab and adjacent concrete paths. Make good to area, back fill
to voids (drainage/footings) with compacted hard fill and install
new 30mm asphalt. Refer to site works plan for further
information. Terminate and conceal all services and cap off
below ground level or at source point.
4.01.09
NO WORK TO THIS AREA
4.01.13
4.01.03
4.01.12
CP
Existing internal wall to become a new external wall. Remove
internal wall linings and clad exterior with James Hardie Titan
Board on a CLD cavity system. Install to manufacturers
instructions. Cladding system to be installed over Thermakraft
Coverup building wrap. All flashings to be in accordance with
manufacturers documents and are to comply with NZBC. Install
Autex Grenstuf R2.2 insulation into wall cavity and line with
building wrap. Make good to roof and finish existing roof with a
new verge flashing. Existing rain water head to remain.
4.01.08
4.01.14
4.01.04
4.01.10
Existing concrete/asphalt to be cut and dig new sanitary sewer
and storm water trench around the perimeter of the new build.
Allow to connect new drainage lines (in new trench) prior to disconnecting existing sanitary and storm water drains. Refer to
Foundation Plan & Plumbing & Drainage Plan for further
information.
SW MH
4.01.02
Existing tree is to be protected from construction works.
Existing high level cladding to gym is asbestos. Remove existing
cladding (asbestos and other) from high wall of gym, caution
must be used. Make good ready for new cladding. Plastic drop
sheets to be used for waste material with all waste to be
disposed of at an approved site. A minimum P2 mask must be
worn by all workers in the vicinity when dealing with asbestos.
Work to comply with NZ OSH guidelines.
http://www.osh.govt.nz/publications/booklets/asbestosmanagement-removal/guidelines.asp
4.01.13
Retain existing internal timber wall. Set height of wall to 2.7m
and install new top plate. Weatherproof with suitable covers
where existing internal wall/s will be exposed to exterior
elements during construction indicated by wave line.
4.01.14
Existing internal wall to become a new external wall (to match
existing & new cladding). Remove internal wall linings and clad
exterior with James Hardie Titan Board to match existing with
expressed joints on CLD cavity system and 70mm brick veneer.
Install to manufacturers instructions. To be installed over
Thermakraft Coverup building wrap. All flashings to be in
accordance with manufacturers documents and are to comply
with NZBC. Install Autex Grenstuf R2.2 insulation into wall cavity
and line with building wrap. Make good to roof and finish existing
roof with a new verge flashing.
4.01.15
Legend:
Stage 2 works
SW MH
4.01.01
4.01.03
SS MH
4.01.02
4.01.03
4.01.11
4.01.08
4.01.03
Man hole
lid at
this point TO
to beTHIS
set as datum.
Refer to datum
NO
WORK
AREA
cross section for heights. Confirm heights on site prior to
commencement to works.
4.01.10
4.01.01
MH
4.01.15
SS MH
33
300
CP
CP
SS MH
Connects to council
main at Corlett St
PAGE SCALE KEY (mm): 0
PROJECT TITLE:
John Paul College Rotorua
Technology Block
Tender Set
10
20
30
40
50
60
70
80
90
100
Contractor to verify and confirm on site all dimensions, levels, falls, heights, structure, services and notify Architect of any discrepancies in documents prior to commencement of works.
REVISIONS:
DRAWING TITLE:
DRAWN:
A Cladding Material clarified to 10/9/13
fitness centre
Demolition Plan
JOB NO.:
SHEET:
SCALE:
1:200 @A2
DATE:
20/08/2013
www.gisler-architects.co.nz
CL
4874-11
CHECKED:
MO
FILE: 4874 JPC new tech block TS 28 8 13.pln REVISION:
AL103 A
59 Bank Street, P O Box 297, Te Awamutu 3840
Phone: 07 870 5200 Fax: 07 870 5300
19,700
10.12.06
10.02.05
9.05.12
10.12.06
8,895
10.12.02
6,013
9.05.02
Gym
Fitness Centre
Applied Technology
10.01.04
5.01.05
Gym Wall Elevation
1. Important Notes
1.10.03
10.02.05
Existing high level cladding to gym is asbestos.
Remove existing cladding (asbestos and other)
from high wall of gym to this wall only, caution must
be used. Make good ready for new cladding. Plastic
drop sheets to be used for waste material with all
waste to be disposed of at an approved site. A
minimum P2 mask must be worn by all workers in
the vicinity when dealing with asbestos. Work to
comply with NZ OSH guidelines.
http://www.osh.govt.nz/publications/booklets/as
bestos-management-removal/guidelines.asp
10.12.02
9mm Eterpan Refined with expressed joints and
concealed fixing on a XpressClad system. Install to
manufacturers instructions. XpressClad system to
be installed over Thermakraft Coverup building
wrap. All flashings to be in accordance with
manufacturers documents and are to comply with
NZBC.
10.12.06
Take care when removing existing cladding from
around grilles, keep all flashings/trims for re-use
on new cladding. Allow to extend liners on grilles as
new cladding is to be on a 20mm cavity.
Area of new cladding to gym wall is approximately
120m².
5. Foundations
5.01.05
Paint base of existing Gym wall with Sika Blackseal
SB spray applied tanking up wall 500mm. Run new
claddingdown to 150mm from F.G.L.
9. Roofing
9.05.02
9.05.12
Colorsteel apron flashing to match roofing to
dimensions shown or two rib min lap.
Remove existing barge flashing and install a new
Colorsteel barge flashing to match roofing to fit
over new cladding to dimensions shown.
10. Claddings
10.01.04
Cavity closure to bottom of cladding including
anywhere where the cladding is to stop (apron).
PAGE SCALE KEY (mm): 0
PROJECT TITLE:
20
30
40
50
60
70
80
90
100
Contractor to verify and confirm on site all dimensions, levels, falls, heights, structure, services and notify Architect of any discrepancies in documents prior to commencement of works.
REVISIONS:
DRAWING TITLE:
John Paul College Rotorua
Technology Block
Tender Set
10
1.10.03
DRAWN:
Gym Wall Elevation
JOB NO.:
SHEET:
SCALE:
1:50 @A2
DATE:
20/08/2013
www.gisler-architects.co.nz
CL
4874-11
CHECKED:
MO
FILE: 4874 JPC new tech block TS 28 8 13.pln REVISION:
AL156
59 Bank Street, P O Box 297, Te Awamutu 3840
Phone: 07 870 5200 Fax: 07 870 5300
SEE BSK DRAWINGS FOR DETAIL OF ROOF AND FLOOR STRUCTURES
9.05.04
9.02.01
21.02.01
9.09.02
5.05.01
9.09.02
100
7.10.06
10.12.02
10.12.02
7.01.05
6.09.03
6.09.03
7.01.04
7.01.06
21.02.01
7.01.04
8.05.01
15.04.03
15.04.03
8.04.01
32
204
31
204
Edge of 1st Floor- Top
scale 1:10
21.02.01
1,350
1,350
2. Site
65
895
65
Gate position closed
2.06.05
2,800
750
2.06.04
2.06.06
2.06.02
65
2.06.03
2.06.03
2.06.02
895
2.06.05
2.06.01
Gate position open
2.06.05
104
Security Gate
scale 1:5
65
33
33
Security Gate
scale 1:20
104
PAGE SCALE KEY (mm): 0
PROJECT TITLE:
65x65 SHS posts - Refer to Engineers drawings
for further details.
20
30
40
50
60
70
80
90
100
7.01.04
Colorsteel apron flashing to match roofing to
dimensions shown. Flashing is to be 35mm min
from bottom of cladding and is to have 75mm
cover by cladding. Install additional flashing tape
over top edge of flashing and building paper, with
roofing underlay to fold up and behind flashing. To
comply with NZBC/E2
Contractor to verify and confirm on site all dimensions, levels, falls, heights, structure, services and notify Architect of any discrepancies in documents prior to commencement of works.
REVISIONS:
DRAWING TITLE:
John Paul College Rotorua
Technology Block
Tender Set
10
9.09.02
90x45 SG8 H3.1 timber stringer fixed at 400mm
crs through structural bracket and M12 bolts set
into concrete plinth. 90x45mm H3.1 timber
framing to be secured with 2 x BS15 one each side
2.06.02
270° openable hinge for bottom of stair access. 4
of timber hanger and 5/M12 bolts (4/M12
x hinges to gate door to all cross members. Hinge
chemset into concrete plinth). Timber stringer to
available from Heritage gates. Contact Dave Cox
have DPC under.
0800 428 379 for further information. Hinge to
10. Claddings
7.01.05
M12 dyna bolt chemset into concrete plinth at
be welded to cross members.
400mm crs max. Bolt to go through timber packer 10.12.02 9mm Eterpan Refined with expressed joints and
concealed fixing on a XpressClad system. Install to
and DPC.
2.06.03
3mm SS perforated sheet welded to upright
manufacturers instructions. XpressClad system to
members.
7.01.06
18mm plywood to be fixed to underside of timber
be installed over Thermakraft Coverup building
hangers (stringer) with tek screws and 2/M10
wrap. All flashings to be in accordance with
2.06.04
100x65mm RHS stainless steel 316 stiles to both
bolts & BS50 structural bracket to one side of
manufacturers documents and are to comply with
sides of gate. Door hardware to be fitted to
hanger only.Wrap building paper over top of
NZBC.
openable side of gate. Door hardware to comply
plywood.
with fire egress rules (cannot lock from inside).
7.10.06
190x45mm SG8 timber fixed to ends of cranked
15. Ceilings
PFC's
with 4xM12 bolts fixed through cleats
2.06.05
65x65mm RHS stainless steel 316 cross
welded to ends of PFC. Refer to engineers
15.04.03 Eurocoustic'a Acoustichoc 25mm 1200x600mm
members to gate. Allow to weld hinges to all 4
documents for further information.
tiles in Rondo Duo two way exposed suspended grid
cross members.
system with anti-lift clips. To be hung underside of
roof structure and raking/flat as shown on ceiling
2.06.06
Gate to have LW 3572Z SC lockset woth LG alpha 8. Insulation
plan/finishes schedule. Allow for two colours as
702 & 712 furniture attached. Allow to install
shown on ceiling plan.
8.04.01
Autex Greenstuf R2.2 insulation pads (90mm) to all
sopers SPDH extended pedestal latch. All
new exterior wall cavities.
hardware to be fitted to both doors.
8.05.01
Autex Greenstuf R3.2 ceiling insulation pads
21. Windows
(180mm) to all new ceiling cavities.
21.02.01 Exterior powder-coated aluminium window joinery
5. Foundations
(refer to schedules).
9.
Roofing
5.05.01
Flatdeck suspended floor system with reinforcing
as per engineers drawings. Concrete slab to be
9.02.01
0.55 gauge trapeziodal Colorsteel Endura roofing
30MPa and water cured for a minimum 3 days.
fixed with colour matched tek-screws over
Thermakraft Covertek403 absorbent breathable
synthetic non-woven roofing underlay and wire
mesh.
6. Wall Structure
9.05.04
Colorsteel cap flashing to parapet to match roofing
6.09.03
Steel portal frame (refer to engineers documents
to dimensions shown in detail.
for size and fixings).
2.06.03
2.06.01
7. Roof Structure
2.06.01
2.06.05
2.06.03
Edge of 1st Floor- Bottom
scale 1:10
A Fixings for soffit & Security
gate shown
Details 31 - 33
DRAWN:
10/9/13
JOB NO.:
SHEET:
SCALE:
1:10, 1:5, 1:20 @A2
DATE:
20/08/2013
www.gisler-architects.co.nz
CL
4874-11
CHECKED:
MO
FILE: 4874 JPC new tech block TS 28 8 13.pln REVISION:
AA305 A
59 Bank Street, P O Box 297, Te Awamutu 3840
Phone: 07 870 5200 Fax: 07 870 5300