New Kemptville
Elementary School
142-12405-00
Addendum No.1
Page 1
The following changes are effective immediately and shall be incorporated into the Tender Documents.
CLARIFICATIONS:
Questions and Answers from Mandatory Site Meeting of July 7, 2015:
1. Is Appendix D Bid Breakdown form submitted after tender submission?
Answer: No. Submit with Tender bid. Also, refer to page 14 of 25 of the “Invitation to Tender #15068” for explanation.
2. Is Appendix D Bid Breakdown part of the Main Bid?
Answer: Yes. Submit with Tender bid. Also, refer to page 14 of 25 of the “Invitation to Tender #15068” for explanation.
3. When will the new sanitary sewer along Highway 44 be installed by North Grenville Municipality?
Answer: Spring 2016 as noted on page 2 of 25 of the “Invitation to Tender #15-068”.
4. Since the piles of existing topsoil can be used for the project, has this topsoil been tested to meet the
topsoil specifications?
Answer: No. The topsoil will be tested and results will be provided.
5. Does the soccer field have its own base drainage?
Answer: No
6. Can a cadd file grading plan be released?
Answer: No
7. All requirements of backflow prevention testing are to be in strict accordance with the North Grenville
Municipality regulations and/or specifications. For backflow prevention information, contact the North
Grenville Municipality at 285 County Road #44, P.O. Box 130, Kemptville ON. K0G 1J0 (Office Hours
8:30 am - 5:00 pm) Phone 613-258-9569, Fax 613-258-9620, Website: http://northgrenville.ca/
8. Are there Mechanical Controls Contractor Specified?
Answer: Yes, refer to Section 23 09 36, Item 11.1.
9. Is there a list of Pre-qualified Mechanical General Contractor’s?
Answer: Yes, refer to page 4 of 25 of the “Invitation to Tender #15-068” for this list.
10. Is the Plumbing contractor under the responsibility of the Pre-qualified Mechanical General
Contractor’s?
Answer: Yes. The Pre-Qualified Mechanical Contractors are aware of their roles and responsibilities
as part of the pre-qualification for this project including any sub-trades which they are allowed.
11. Is the Fire Protection Sprinkler Contractor under the responsibility of the Pre-qualified Mechanical
General Contractor’s?
Answer: The Division 21 contractors may submit their quotes for their scope of work directly to the
General Contractors to minimize the mark-ups of this quote, however, the overall coordination of the
Division 20 (including Divisions 20, 21, 22 and 23) works on site are still the responsibility of the
Division 20 contractor as set forth in Section 20 05 01.
12. Does the electrical contractor carry a $30,000 allowance as well as the General Contractor of $30,000, as
there seems to be duplication?
Answer: No. A $30,000 allowance for work by Hydro One is specified in section 01 21 00. This
allowance shall be carried by the General Contractor. The description of work covered by this
allowance and work related to the electrical service which is expressly not covered by this allowance is
described in section 26 05 00, item 1.11 Service Allowance.
13. Does the electrical transformer have a lead time for delivery?
Answer: Utility padmount transformer is supplied and installed by Hydro One. Transformer size may
vary depending on Utility preferences and utility layout design which has not yet been completed.
Refer to section 26 05 00, item 1.11.3.8. Transformer lead time is therefore unknown at this time.
Preliminary Hydro One estimate of transformer lead time is 8-10 weeks from completion of utility
layout design.
14. Has the Ministry approved the financing? And if so, what is the budget?
Answer: Yes, financing has been approved and no, budget information will not be made available
15. The contractors are reminded that the specifications for this school contain certain products specifically
New Kemptville
Elementary School
142-12405-00
Addendum No.1
Page 2
requested by the Owner. This includes, but it not limited to product name, size, finish, location of
manufacture, etc. which may be above industry standard or beyond code requirements.
SPECIFICATIONS:
Architectural:
1. With reference to specification section 09 65 19 Resilient Tile . . .. add paragraph 3.3.14. to read “Provide
a mock-up of the coloured pattern PRIOR to further colored tile installations for review.”
2. In section 09 30 13 Ceramic Tiling, 1.2.1.2: “CT2: Centura Miki porcelain tile unglazed series uni LT
50mm x 50mm, colour to later selection. Wall and floor tile for barrier-free shower. Refer to drawings.”
Olympia Tile’s Quebec Series 2x2 is an approved as an equivalent.
3. With reference to specification section 08 80 50 Glazing, under “VG2AE” add to sentence 2.2.6.2, to
read:
.2
Inner Lite: clear laminated safety glass for skylight glazing and “clear float glass” for tops of
windows as denoted with “VG2AE” on drawing A8.2.
4. With reference to specification section 10 14 26, Interior Signage, revise paragraphs: 2.5.2; 2.5.3
(.1)(.2)(.3)(.4) and 2.5.4 to read, “Refer to Interior Signage Details on Drawings.”
5. With reference to specification section 09 30 13, Ceramic Tiling, revise sentence 3.3.4 to read, “Install
ceramic floor tile using “Stack bond” pattern”.
6. With reference to specification section 10 14 10, Building Signage, revise paragraph 2.1.1 to read;
“Building Signage Lettering: size to be 500mm high x +/-400mm wide (as required as per font selection
by Owner) x 13mm deep. Letters to be “water jet” cut. Refer to elevation for depiction of channel
lettering. Each letter to be solid 13mm thick aluminum. Lettering to be mounted with 4.8mm stainless
steel fasteners/pins (quantity and spacing as per signage contractor) non-exposed, rear of letter, which are
fastened through the building’s finished façade into solid plywood backing (located in behind the siding
façade). Adjust ‘Z’ bar girts accordingly to fit plywood backing. Account for a total of 50 letters). Each
stainless steel fastener/pin to have gaskets, caulked and thoroughly sealed. Prime and paint lettering as
required using ‘Mathews Paint – PPG Industries” line of colors to later selection. Refer to elevations for
location on building facade. All above by WSI Sign Systems Ltd. (Tel: 905-857-8044; Fax: 905-8578048); www.wsisign.com; Jarvis Sign and Display (tel: 258-7441); Pattison Sign Group (tel: 613-2477762) or approved alternate.
7. With reference to specification section 08 63 00 “Metal Framed Skylights”, add sentence .2 “Acceptable
alternate: Alumicor Limtied, Skyview 2300.”
8. With reference to specification section 07 46 43 “Preformed Metal Siding”, add the following to sentence
2.5.1.1 “Agway Metals Inc. 7/8” Corrugated…. the specified system’s finish appearance. Approved
alternate: Ideal Roofing Company Ltd. Manufacturers.”
Mechanical:
1. Section 23 05 95 – HVAC Commissioning
.1
Add 1.6 to read:
1.6
Acceptable Commissioning Contractors
.1
Acceptable Commissioning Contractors:
.1
Nova Commissioning Services Ltd.
.2
Isotherm Engineering Ltd.
Electrical:
1. With reference to specification section 26 05 00 Common Work Results for Electrical, modify the first
sentence of paragraph 1.11.1 to read, “Electrical Contractor is to carry a $30,000 allowance for work by
Hydro One at this school”.
2. With reference to specification section 26 05 00 Common Work Results for Electrical, modify paragraph
1.11.2.2 Work by Hydro One, to read, “Install Provide 3 phase primary fused switches and terminate
customer owned primary cable.”
3. With reference to specification section 26 05 00 Common Work Results for Electrical, modify paragraph
New Kemptville
Elementary School
142-12405-00
Addendum No.1
Page 3
1.11.2.4 Work by Hydro One, to read, “Install Provide 3 phase pad-mount transformer.”
4. With reference to specification section 26 05 00 Common Work Results for Electrical, modify paragraph
1.11.2.5 Work by Hydro One, to read, “Install Provide CT’s and PT’s.”
Civil:
1. Add attached spec section, 33 32 14 –Pumping Station and Wet Well.
DRAWINGS:
Architectural:
1. With reference to reflected ceiling plan drawings A3.12 provide a 915x915 size metal access door (to be
primed and painted to match color of gypsum board ceiling) flush within gypsum board ceiling of
bulkhead above stage within Multi-Purpose room to access mech. unit within ceiling space. Exact
location to be determined on site.
2. With reference to A6.1, revise dimension of 2034mm to 1920mm entering into Boys WR 034 and revise
2041mm to 1920mm entering into Girls WR 035. Maintain min. 190 (x190 wide) concrete block at
column end.
3. Refer to attached ‘TYPICAL CONTROL JOINT IN CERAMIC TILE FLOORING - NEW DETAIL
3/A3.15’. (AD1.1)
4. With reference to Interior Gymnasium Elevations and Details, A4.4 and drawing A4.5, add sentence to
all notes that read, “Wall Mounted Tectum Acoustical Panels, Refer to Detail 3/A4.4”, to read, “Size to
be 38mm thick x 1220mm wide x 2440mm high”.
5. With reference to Enlarged Parking Layout, A1.2, bus parking stalls are to be numbered as per Civil
Drawing C1.1. (i.e. Bus no.1 stall is at north end and bus no.22 stall is at south end).
6. With reference to Ground Floor Finishes-North Wing, A3.17, revise Floor Material (Mat) for Room KD
Utility 059 to read “VCT1” (Not SC) and Room Storage 064 to read “VCT1” (Not SC).
7. With reference to Section Details, A5.5, at Detail 6/A5.5, the top of the masonry wall is to extend to
underside of roof deck.
8. Refer to attached revised detail 2/A5.6. (AD1.7)
9. Refer to attached revised detail 7/A5.7. (AD1.8)
10. Refer to attached details (AD1.2 to AD1.6) indicating sawcut control joints within rooms to receive
ceramic tile flooring.
11. With reference to Overall Ground Floor Plan, A3.1, at “Fire separation General Notes”, revise detail
reference under note no.7, to read “2/A5.5”
Structural:
1. With reference to drawing S1.3. The two exterior footings at gridlines S-8 and S-9 (north side of the
building) should be marked as F4 footings instead of F2 footings.
Electrical:
1. With reference to drawing E0.1, all weatherproof receptacles of configurations 5-15R, 5-20R, 5-20RA, 615R, 6-20R, and 6-20RA shall be provided with coverplates suitable for wet locations whether or not a
plug is inserted into the receptacle (in-use cover plates).
2. With reference to drawing E1.1, refer to sketches ED1-1 and ED1-2 for the addition of conduit for future
portables. Within the building, conduit for power to stub up in Electrical Room 086, conduit for
communications (LAN, phone, security, etc) to stub up in IT Room 083, and conduit for fire alarm
system to stub up adjacent to fire alarm panel in Mechanical Room 088.
3. With reference to drawing E3.4, reconfirm with the Local Distribution Company (Hydro One) and
electrical inspection department that the location for service and metering equipment is acceptable prior
to installation of equipment.
4. With reference to drawing E5.2, bonding conductors for TVSS on Switchboard-1, DP-A and DP-B are to
New Kemptville
Elementary School
142-12405-00
Addendum No.1
Page 4
be #10BD.
5. With reference to drawing 1/E4.4, provide an additional fire alarm remote annunciator in Sprinkler Room
085 complete with interconnection wiring to fire alarm control panel in Mechanical Room 088. Provide
2C#14 (power) and 2C#14 (data) in 21mm EMT. Relocate existing fire alarm passive graphic shown
adjacent fire alarm control panel in Mechanical Room 088 to Sprinkler Room 085 adjacent new remote
annunciator. Delete fire alarm horn strobe device in Sprinkler Room 085. Coordinate equipment layout
with Mechanical and Fire Protection Contractor to ensure than enough wall space is reserved for remote
annunciator and passive graphic.
6. With reference to drawing 1/E6.1, modify Fire Alarm Riser Diagram to show changes described in
Electrical item 5 above.
Civil:
1. Revise stormwater pumping station forcemain and outlet on drawing C1.2 – Site Servicing Plan, as per
the attached detail CD1-1.
2. Revise the grading for the stormwater pumping station forcemain and outlet on drawing C1.3 – Site
Grading Plan, as per the attached detail CD1-2.
3. With reference to detail A/C1.7 on drawing C1.7 – Stormwater Pumping Station, the concrete collar shall
be “400mm X 400mm (35MPa) c/w 2-15M horizontal continuous with 15M L-dowels (500x210) at
500mm o.c installed at mid-depth of base slab/collar . Use HILTI HIT HY-200 adhesive with 175mm
embedment. Rotate dowels as required inside collar to achieve min. 50mm clear cover off end of dowel.”
4. With reference to “Cover View” detail on drawing C1.7 – Stormwater Pumping Station, the 100mm Ø
aluminum vent shall be located 0.5m from outside of concrete stormwater pumping station chamber.
5. With reference to drawing C1.7 – Stormwater Pumping Station, the wall thickness of concrete
stormwater pumping station chamber shall be 400mm.
End of Addendum #1
New Kemptville
Elementary School
142-12405-00
Part 1
General
1.1
REFERENCES
Pumping Station and Wet Well
Section 33 32 14
Page 1
.1
American National Standards Institute (ANSI)/American Water Works Association
(AWWA)
.1
ANSI/AWWA C500- 93, Gate Valves for Water and Sewage Systems.
.2
ANSI/AWWA C517-09 – Resilient Seated Cast-Iron Eccentric Plug Valves
.2
American Society for Testing and Materials (ASTM)
.1
ASTM C 478M- 08e1, Specification for Precast Reinforced Concrete Manhole
Sections Metric.
.3
Canadian Standards Association (CSA)
.1
CAN/CSA-A257 Series- M92, Standards for Concrete Pipe.
1.2
SYSTEM DESCRIPTION
.1
Reinforced concrete enclosure. Pumping system to include 2 identical submersible
sewage pumping units, all internal piping and valves, liquid level controls, lifting chains,
guide bars, vents complete with screens, cover, electrical wiring, control panel with
circuit breakers, intrinsically safe barriers and motor starters.
.2
Equipment and installation to include following:
.1
Excavation for pump station.
.2
Placement of concrete collar.
.3
Placement of control panel slab.
.4
Connection of power to control panel as indicated.
.5
Connections to storm sewers and force mains up to and including the flexible
couplings
.3
Wet well pump station:
.1
Fully automatic, consisting of duplex submersible pumps mounted on rail
system. Control of pump on-off functions to be by an ultrasonic level
transmitters.
.2
Pumps to alternate as lead pump on each cycle.
.3
Operate both pumps when lag pump "on" water level is reached in wet well. Lag
pump to shut off when water level drops to pump "off" water level.
.4
Locate control system in control panel mounted on control panel slab as shown
on contract drawings.
Section 33 32 14
Page 2
1.3
Pumping Station and Wet Well
New Kemptville
Elementary School
142-12405-00
SHOP DRAWINGS
.1
Submit shop drawings for approval prior to ordering equipment.
.2
Submit shop drawings for civil, structural, hydraulic, mechanical and electrical elements.
.3
Indicate individual components by manufacturer's model number and accompany with
technical and performance characteristics.
1.4
OPERATING PERSONNEL TRAINING
.1
Provide on site training by qualified personnel for designated operating personnel prior to
final commissioning. Training to be in accordance with training plan approved by
Consultant.
.2
Provide training for 3 designated personnel on all routine maintenance procedures, minor
repairs, replacement of parts, including disassembly of major components.
.3
Provide safety precaution procedures for all systems.
1.5
MAINTENANCE DATA
.1
Provide operation and maintenance data for sewage lift station for incorporation into
manual.
.2
Include in this information:
.1
Record drawings, wiring diagrams, electrical schematics of equipment as
installed.
.2
Interconnections with numbers and wire sizes.
.3
Certified pump characteristic curves.
.4
Detailed operation and maintenance instructions.
.5
Spare parts list comprising a complete schedule clearly identified to facilitate
re-ordering.
Part 2
Products
2.1
WET WELL AND STRUCTURE
.1
Structure : leak free, precast reinforced concrete with access openings, ladder designed
for following forces:
.1
Dead load of station and components, dynamic and kinetic forces of rotating
equipment.
.2
Dead load from soil over structure, superimposed live load of 12 kN/m ² or single
wheel load of 54 kN over an area of 750 x 750 mm.
.3
Hydrostatic uplift forces (water table and ground surface).
.4
Horizontal earth loading and full hydrostatic pressure assuming water at ground
elevation.
.5
Minimum wall thickness of 400 mm.
New Kemptville
Elementary School
142-12405-00
Pumping Station and Wet Well
Section 33 32 14
Page 3
.2
Waterproof exterior surfaces joints below grade with Mel-Roc waterproofing.
.3
Materials:
.1
Precast concrete to CAN/CSA-A257.
2.2
PUMPS
.1
Two vertical, single stage, bottom suction, non-clog, heavy duty, totally submersible
centrifugal pumps, direct connected to motor by solid stainless steel shaft and fitted with
thrust bearings.
.2
Characteristics:
.1
Capacity: 65.9 L/s.
.2
Total dynamic head: 8.82 m.
.3
Maximum speed: 1755 RPM.
.4
14.9 KW (20 HP).
.5
Discharge Connection: 150mm
.5
Impeller: 237 mm.
.3
Volute casing: cast iron, minimum grade Class 30, close coupled.
.4
Impeller: bronze, open semi-open, in static and dynamic balance. All fasteners to be
stainless steel.
.5
Capable of passing 50 mm solid sphere.
.6
Pump to be Xylem Model NP 3153 MT3-433 (Adaptive).
2.3
2.3
PUMP LIFING SYSTEM
.1
Pumps to be complete with sliding guide and brackets, chains and quick leak-proof
disconnect to discharge piping, all allowing for withdrawal of pumps.
.2
Provide stainless steel lifting chain or stainless steel cable for each pump accessible from
roof access hatches.
.3
Stainless steel pipe to act as rails for pump.
.4
Portable lifting davits (rated at 680 kg.- 1500 lb.) c/w chair hoist (rated at 750 kg. - 1655
lb.).
Section 33 32 14
Page 4
2,4
Pumping Station and Wet Well
New Kemptville
Elementary School
142-12405-00
SUBMERSIBLE MOTORS
.1
Motors:
.1
.2
.3
.4
.5
600V - 3 phase.
Capable of operating pump at any point on selected impeller curve without
exceeding motor nominal rating.
Fully overload protected.
Assembly capable of operating continuously in air without overheating.
Complete with CEMA approved winding temperature sensor
.2
Motor speed: maximum 1755 RPM.
.3
Motor enclosure and seal housing: corrosion resistant, completely watertight, cast iron
.4
Bearing: anti-friction type, greasable, with lubrication lines and fittings, minimum
50,000 hours.
.5
Terminal box: watertight, with waterproof cable entry glands mounted at motor.
.6
Shaft seals: double mechanical seals with tungsten/carbide faces.
.7
Motor leads and power cords to be sealed and locked in place using strain bushings. All
cables to be SJOW type.
2.5
PUMP CONTROL SYSTEM
.1
Liquid level switches: shock-proof non- mercury switches enclosed in leak-proof
polypropylene body. Three switches are to be provided (low level alarm, high level
alarm, spare) .
.2
Provide following independently adjustable control levels within the ultrasonic unit:
.1
Low level alarm
.2
Stop all pumps
.3
Start lead pump
.4
Start lag pump
.5
High level alarm
.3
An ultrasonic level controller shall be installed to provide control to pumps. An
acceptable product Siemens Sitrans LUT420 7ML5050-OAB11DC complete with an
XPS-15 transducer (Model No. 7ML1118-OEA40), Submergence Kit (Model NO.
7ML1830-1BJ), extendable channel bracket (Model NO. 7ML1830-1BM), USB Cable
(Model No. 7ML1930-1GD), Hart Modem/USB (Model 7MF-4997-1DB) and supporting
manuals and quick reference guide.
.4
Lead pump and lag pump controls to include alternator relay to provide automatic pump
alternation for each pumping cycle when pump sequence selection switch is on
automatic.
New Kemptville
Elementary School
142-12405-00
2.6
Pumping Station and Wet Well
Section 33 32 14
Page 5
PIPING AND VALVES
.1
Pipes, fittings and joints: Schedule 105 304L Stainless Steel in conformance with B31.3
normal fluid service.
.2
Plug valves: conform to AWWA C-511. ANSI 125 # flange c/w manual wheel gear
actuator.
.3
Check valves: Class 125 ANSI B16.1, flanged ball check type to ANSI/AWWA C-508.
.4
Epoxy coated body c/w s/s/ 316 cover bolts. Couplings -Hymax 2000 Coupler (Model
No. and Size as specified by manufacturer).
2.7
ELECTRICAL CONTROL PANEL AND WIRING
.1
All components to be CSA approved.
.2
Electrical equipment in station to requirement for Hazardous Locations, Class 1, Group
D, Division 2.
.3
Panel enclosure to NEMA 4 x of fabricated steel suitably braced, suitable for wall
mounting.
.4
Panel to be complete with required components including but not limited to:
1xNema 4X Steel Enclosure Nema 12X
1x60A, 600V, 3p Main Disconnect Switch c/w fuses
2x Disconnect switch (1 for each pump)
9XAuxiliary Relay
1x pump 1 duty-Alternate-pump 2 duty selector switch
2X hand-0ff-Auto-Selector Switch
1x Alternating Relay
1xReset Button for Minicas II
2xminicas II 2xammeters
2x Time Totalizer
3xETA circuit breaker for control 2xcontrol transformer 250VA & 50VA c/w Time
Delay Fuses
1xvoltimeter
1xset of terminals
1xTVSS wired ahead of 100VA control transformer
1xAlarm light mounted on control panel
1xGFCI duplex receptacle
2xgreen pump running lights
2xred pump fault lights
1xred HWL light
1xred LWL light
.5
Mount following switches and instrumentation on door of panel:
.1
Pump mode selector switches for hands-off-automatic operation of each pump.
.2
Pump sequence selector switch to permit override of automatic pump alternation
Section 33 32 14
Page 6
.3
Pumping Station and Wet Well
New Kemptville
Elementary School
142-12405-00
and selection of either pump to run as lead pump.
1 high level alarm complete with alarm relay and red light on panel door.
.6
Ground connection lug.
.7
Labels: all components on and inside panel to indicate operating routine. Labels to be
anodized aluminum with 5 mm minimum letters.
.8
Schematic wiring diagram: mounted inside panel door, varnish protected. c/w timer
program instructions.
.9
Conductors: copper.
.10
Control wiring: minimum number 14 AWG, stranded type TEW.
.11
Refer to electrical drawing for interconnecting details.
.12
Power wire: minimum number #10 AWG, type RW 90. For pump ccts & #6 AWG min.
for mains.
.13
Wire:
.1
.2
.3
.4
2.8
Numbered with printed permanent indelible identifying plastic tapes to
correspond to schematic diagram.
Terminated for external control connections by tubular screw type terminal
blocks with barrier and labels.
Equipped with grommet and shields for mechanical protection.
Adequately supported and installed to approval of Engineer Consultant.
PACKAGE SYSTEM
.1
2.9
Precast concrete enclosure complete with all components specified herein.
FACTORY TESTING
.1
Perform operational tests on pumps at factory to check for excessive vibration, for leaks
in piping or seals and for correct operation of automatic control system and auxiliary
equipment. Pump suction and discharge lines to be coupled to reservoir and pumps to
recirculate water for minimum of 1 hour under simulated service conditions.
.2
Provide certification that pumps and controls have been factory tested and all deficiencies
rectified prior to delivery to site.
2.10
ACCESS HATCHES
.1
Access hatches shall be of aluminum construction and have stainless steel hinges. Access
hatch shall have a 90 degree hold open arm, a recess drop handle and a lockable tab.
Access hatches shall have hydraulic lift assist.
.2
Acceptable supplier - MSU Mississauga Ltd.
New Kemptville
Elementary School
142-12405-00
2.11
Pumping Station and Wet Well
Section 33 32 14
Page 7
ACCESS LADDERS
.1
Access ladder shall be of aluminum construction with a minimum standard as per OPSD
406.010.
.2
Egress from wet well shall have a retractable ladder (Standard of Acceptance shall be
MSU Model 3105).
.3
Acceptable suppliers MSU Mississauga Ltd.
Part 3
Execution
3.1
EQUIPMENT INSTALLATION
.1
3.2
Install equipment, piping and controls in accordance with manufacturers'
recommendations.
WATERPROOFING
.1
3.3
Waterproof exterior joints as per manufacturer recommendations.
FUNCTIONAL TESTING
.1
After completion of installation, demonstrate functional operation of systems, including
sequence of operation, to approval of Engineer.
.2
Test in presence of Engineer and representative from equipment supplier.
.3
Provide all labour and ancillary equipment necessary to fulfill tests.
.4
Test to demonstrate that:
.1
Pumps and equipment run free from heating, or vibration.
.2
Operation meets requirements of these specifications.
.3
Pumps and pumping are free and clear of debris and obstructions.
.5
Replace equipment found defective. Repeat test until equipment is accepted by Engineer.
END OF SECTION
AFTER SLAB POUR AND BEFORE SAWCUTTING SLAB, COORDINATE
ON SITE WITH SAWCUTTING SUBCONTRACTOR, FLOORING TILE
SUBCONTRACTOR, AND GENERAL CONTRACTOR TO COORDINATE
SAWCUT LOCATIONS WITH FLOORING TILE PATTERN. DRY LAY TILE
FROM PRODUCT RUN OF INSTALLATION AS REQ'D TO DETERMINE
APPROPRIATE JOINT LOCATIONS.
PROVIDE BACK TO BACK METAL EDGE
EXPANSION STRIPS WITH TRAPEZOID
ANCHORING PROFILE LEG (BY SCHLUTER
SYSTEMS-PROVIDE SHOP DRAWING)
INSTALLED WITHIN MORTAR BED ABOVE
SAW CUT LOCATION. GROUT OVER THIS
SAWCUT LOCATION WITH GROUT
CUT TILE AT CONTROL JOINT LOCATIONS
AND PROVIDE A 6mm JOINT, TYP. AT ALL
LOCATIONS.
6
T
TYPICAL SLAB ON GRADE
CONSTRUCTION,
REFER TO STRUCTURAL
T/4
CERAMIC TILE, REFER TO
SPECIFICATION
3
TYPICAL CONCRETE CONTROL
JOINT IN CONCRETE SLAB ON
GRADE, REFER TO STRUCTURAL.
Scale:
PROJECT:
KEMPTVILLE ELEMENTARY
SCHOOL
1345 ROSEMOUNT AVENUE
CORNWALL, ONTARIO, CANADA K6J 3E5
TEL: 613-933-5602 | FAX: 613-936-0335 |
ARCHITECTURE49.COM
Date:
Project No.:
TITLE:
TYPICAL CONTROL JOINT IN
CERAMIC TILE FLOORING - NEW
DETAIL 3/A3.15
1:5
JUNE 2015
142-12405-00
Sheet No.:
AD1.1
DASHED LINE DENOTES LOCATION OF SAWCUT CONTROL JOINT. REFER
TO TYPICAL CONTROL JOINT IN CERAMIC TILE FLOORING - NEW DETAIL
3/A3.15 (AD1.1)
Scale:
PROJECT:
KEMPTVILLE ELEMENTARY
SCHOOL
1345 ROSEMOUNT AVENUE
CORNWALL, ONTARIO, CANADA K6J 3E5
TEL: 613-933-5602 | FAX: 613-936-0335 |
ARCHITECTURE49.COM
Date:
Project No.:
TITLE:
SAWCUT LAYOUT 1
1 : 150
JUNE 2015
142-12405-00
Sheet No.:
AD1.2
DASHED LINE DENOTES LOCATION OF SAWCUT CONTROL JOINT. REFER
TO TYPICAL CONTROL JOINT IN CERAMIC TILE FLOORING - NEW DETAIL
3/A3.15 (AD1.1)
Scale:
PROJECT:
KEMPTVILLE ELEMENTARY
SCHOOL
1345 ROSEMOUNT AVENUE
CORNWALL, ONTARIO, CANADA K6J 3E5
TEL: 613-933-5602 | FAX: 613-936-0335 |
ARCHITECTURE49.COM
Date:
Project No.:
TITLE:
SAWCUT LAYOUT 2
1 : 150
JUNE 2015
142-12405-00
Sheet No.:
AD1.3
DASHED LINE DENOTES LOCATION OF SAWCUT CONTROL JOINT. REFER
TO TYPICAL CONTROL JOINT IN CERAMIC TILE FLOORING - NEW DETAIL
3/A3.15 (AD1.1)
Scale:
PROJECT:
KEMPTVILLE ELEMENTARY
SCHOOL
1345 ROSEMOUNT AVENUE
CORNWALL, ONTARIO, CANADA K6J 3E5
TEL: 613-933-5602 | FAX: 613-936-0335 |
ARCHITECTURE49.COM
Date:
Project No.:
TITLE:
SAWCUT LAYOUT 3
1 : 150
JUNE 2015
142-12405-00
Sheet No.:
AD1.4
DASHED LINE DENOTES LOCATION OF SAWCUT CONTROL JOINT. REFER
TO TYPICAL CONTROL JOINT IN CERAMIC TILE FLOORING - NEW DETAIL
3/A3.15 (AD1.1)
Scale:
PROJECT:
KEMPTVILLE ELEMENTARY
SCHOOL
1345 ROSEMOUNT AVENUE
CORNWALL, ONTARIO, CANADA K6J 3E5
TEL: 613-933-5602 | FAX: 613-936-0335 |
ARCHITECTURE49.COM
Date:
Project No.:
TITLE:
SAWCUT LAYOUT 4
1 : 100
JUNE 2015
142-12405-00
Sheet No.:
AD1.5
DASHED LINE DENOTES LOCATION OF SAWCUT CONTROL JOINT. REFER
TO TYPICAL CONTROL JOINT IN CERAMIC TILE FLOORING - NEW DETAIL
3/A3.15 (AD1.1)
Scale:
PROJECT:
KEMPTVILLE ELEMENTARY
SCHOOL
1345 ROSEMOUNT AVENUE
CORNWALL, ONTARIO, CANADA K6J 3E5
TEL: 613-933-5602 | FAX: 613-936-0335 |
ARCHITECTURE49.COM
Date:
Project No.:
TITLE:
SAWCUT LAYOUT 5
1 : 100
JUNE 2015
142-12405-00
Sheet No.:
AD1.6
REFER TO BUILDING SECTIONS ON
DWG A4.3 FOR DESCRIPTION OF
ROOF CONSTRUCTION
S
T/O STRUCTURE
3900
STRUCTURAL STEEL DECK,
REFER TO STRUCTURAL
DRAWINGS.
PROVIDE SEALANT AND MINERAL
WOOL FOR SMOKE SEAL BETWEEN
DECK FLUTES, TYPICAL
16
41
70
41
16
STRUCTURAL BEAM, REFER TO
STRUCTURAL DRAWINGS FOR
SIZE, LOCATION AND
REINFORCEMENT
TYPICAL DEFLECTION TRACK AT TOP
OF WALL & U/S OF STRUCTURAL
OWSJ
PROVIDE BREAK AT GYPSUM BOARD
AND DEFLECTION TRACK LOCATION.
FILL GAP WITH SEALANT, TYPICAL
PROVIDE METAL FURRING
CHANNELS c/w 16 GYPSUM WALL
BOARD, TYPICAL AT ALL
LOCATIONS
16
152
16
REFER TO DWG A0.02 FOR TYPICAL
WALL CONSTRUCTION SCHEDULE
Scale:
PROJECT:
KEMPTVILLE ELEMENTARY
SCHOOL
1345 ROSEMOUNT AVENUE
CORNWALL, ONTARIO, CANADA K6J 3E5
TEL: 613-933-5602 | FAX: 613-936-0335 |
ARCHITECTURE49.COM
Date:
Project No.:
TITLE:
TYPICAL DETAIL AT STEEL STUD
WALL AND BEAM
1:5
JUNE 2015
142-12405-00
Sheet No.:
AD1.7
T/O STRUCTURE
3900
STEEL JOIST
(REFER TO STRUC)
152
1696 +/-
152
984
STRUCTURAL
FRAMING, REFER TO
STRUCTURAL
SIM
P4
SIM
P4
STRUCTURAL CONNECTION
AS PER FOLDING PARTITION
MANUFACTURER'S WRITTEN
SPECIFICATIONS
TERMINATE GYP. BD.
150mm BEYOND CEILING FINISH
FOLDING PARTITION DOOR TRACK
- REFER TO MANUFACTURERS
MANUAL FOR INSTALL
C01
2900 mm A.F.F.
2000 +/-
Scale:
PROJECT:
KEMPTVILLE ELEMENTARY
SCHOOL
1345 ROSEMOUNT AVENUE
CORNWALL, ONTARIO, CANADA K6J 3E5
TEL: 613-933-5602 | FAX: 613-936-0335 |
ARCHITECTURE49.COM
Date:
Project No.:
TITLE:
DETAIL AT FOLDING PARTITION
HEAD
1 : 10
JUNE 2015
142-12405-00
Sheet No.:
AD1.8