Body: Council Type: Document Meeting: Public Date: 2025 Collection: Agenda Attachments Municipality: Frontenac County
[View Document (PDF)](/docs/frontenac-county/Item Attachments/Agenda Item/2025/November/Township of Central Frontenac Trail Head Washroom Sharbot Lake Beach A new public, accessible washroom is being constructed at Sharbot Lake Beach. The/K&P Trail Head Washroom drawings.pdf)
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K&P TRAIL HEAD PUBLIC WASHROOM MATHEW STREET, SHARBOT LAKE, ON DRAWINGS LIST A1 A2 A3 A4 A5 A6 SP1
DRAWING LIST, 3D VIEW AND FLOOR PLANS EXTERIOR ELEVATIONS AND DETAILS BUILDING SECTION AND DETAILS INTERIOR ELEVATIONS, DETAILS AND SCHEDULES DETAILS GENERAL NOTES AND SPECIFICATIONS SITE PLAN AND GRADING PLAN
3D VIEW (SOUTH WEST)
13’-11 2"
15’-0"
6"
7’-95 8"
W2
03
D
A4
“Ø
1’-6” 10’-33 8"
D
A
02 A4
B
5’-51 8"
PC
X
CEILING MOUNTED LIGHTING FIXTURE TYPE AS INDICATED
X
WALL MOUNTED LIGHTING FIXTURE TYPE AS INDICATED
T
SMART CONTROL THERMOSTAT WITH REMOTE SENSORS IN EA. ROOM.
6
2
3 5
4
HRV SYSTEM BY CONTRACTOR
D
102
101
FAMILY WR
FAMILY WR
A
A
42" AFF GFI
B
A
B
C 42" AFF
D103
T
GFI
101
CHANGE ROOM A
A3
D102
GROUND FAULT INTERRUPTER
Project:
K&P TRAIL HEAD PUBLIC WASHROOM MATHEW STREET, SHARBOT LAKE, ON
Drawing Title:
MECHANICAL ROOM NOTES: 1
MOP SINK
2
40 gal ELECTRIC WATER HEATER
3
33.4 L FLEXCON F2P32 PRESSURE TANK
4
VIQUA PRO30 UV WATER TREATMENT SYSTEM
5
NON-FREEZE TAMPER PROOF WALL HYDRANT ZURN Z1310 OR SIM.
6
NEW MIN. 400amp ELECTRIC SERVICE BY CONTRACTOR. INCLUDE ALLOWANCE FOR TWO (2) FUTURE ELECTRIC CAR CHARGING STATIONS.
42" AFF
T
GFI
T
DRAWING LIST, 3D VIEW AND FLOOR PLANS
Stamp:
6"
2’-2"
4’-115 8"
71 2" 2’-61 4"
4’-43 4"
6"
51 2"
3’-31 8"
2’-2"
6"
C
C
6’-1"
51 2"
104
BARRIER FREE WR
GFI
6"
NORTH 6’-11"
A4
CHANGE ROOM
D
A 1
D
GFI
A4
6"
6"
6"
D101
71 2"
01
101
A 3’-91 2"
A2
7’-15 8"
B
A
02
05
C
623 FORTUNE CRES, #100, KINGSTON, ON K7P 0L5 (613) 561-5634 www.AustinEng.ca
FIXED SECURITY CAMERA LED STRIP LIGHT
102
3’-91 2"
22’-0"
10’-25 8"
W2
A3
6"
LED STRIP LIGHT 51 2"
1’-6"
51 2"
51 2"
21’-63 4"
10’-25 8"
C
MECHANICAL A
GFI
FAMILY WR
AUSTIN ENGINEERING INC.
DUSK TO DAWN PHOTO CONTROL WITH AUTO DIMMING FOR EXTERIOR LIGHTING
DUPLEX RECEPTACLE OUTLET
105
900mm X 1500mm (35½"x59") CLEAR TRANSFER SPACE 10M DOWELS @ 24" O/C INTO INTERSECTING WALLS (TYP.)
2’-2"
FAMILY WR
16"x6" FOOTING W/ 2-15M CONT.
PC
C
105
6’-0"
101
T
42" AFF
MECHANICAL
DISPLAY CASE
CONCRETE SIDEWALK W1
20"x8" FOOTING W/ 2-15M CONT.
LEGEND: WALL MOUNTED OCCUPANCY SENSOR, 120V. SET TO 10 MINUTES ‘ON’ TIME
GFI
T
810mm X 1830mm (32"x72") CLEAR SPACE FOR AN ADULT-SIZED CHANGE TABLE
5’-7
B
A2
FLOOR DRAIN
C
21’-63 4"
10’-33 8"
A
03
FLOOR DRAIN
PC
B
BARRIER FREE WR
C
16"x6" FOOTING W/ 2-15M CONT.
C
104
A2
4" CONCRETE SLAB W/6x6x6 6 WWM
FLOOR DRAIN
6"
3’-4" O.H.
5’-6"
02
9’-105 8"
9’-105 8"
20"x8" FOOTING W/ 2-15M CONT.
FLOOR DRAIN
2’-3"
D105 550mm X 900mm ATTIC ACCESS
2’-6"
D104
FLOOR DRAIN
7’-75 8"
71 2"
6"
2’-3"
6"
6"
6"
6"
9’-105 8"
9’-105 8"
10’-25 8"
71 2"
1’-6" O.H.
1’-6"
10’-05 8"
2’-2"
6"
21’-63 4"
6’-1"
21’-63 4"
3’-0"
CONCRETE SIDEWALK 3’-4" O.H.
3’-4" O.H.
3’-6"
24"x24" S.S. WALL MOUNTED CORNER BENCH. TYP.
5’-6"
3’-6"
CONCRETE SIDEWALK
2
ISSUED FOR TENDER
JKA
2025/05/28
1
ISSUED FOR 100% REVIEW
JKA
2025/05/02
0
ISSUED FOR REVIEW
JKA
2025/04/04
No.
DESCRIPTION
BY
DATE
Plot Scale:
4’-0" 5’-6"
FOUNDATION AND SLAB PLAN
FLOOR PLAN
1/4"=1’-0"
1/4"=1’-0"
B A3
FLOOR PLAN - ELECTRICAL/MECHANICAL
Scale:
AS SHOWN Drawn by:
1/4"=1’-0"
Project No:
25011 Approved By:
Drawing Number:
A1
RP
ELEV -15
ELEVATION NOTES ELEV -2
ELEV -1
ELEV -2
ELEV -7 ELEV -14
ELEV -14 ELEV -12
ELEV -10
ELEV -1
ELEV -12
ELEV -2
9’-1 1 2"
ELEV -2
ELEV -16
ELEV -8
ELEV -3
ELEV -8
ELEV -16
9’-11 2"
ELEV -11 ELEV -9
TOURIST BOARD ELEV -21
ELEV -7
ELEV -12
ELEV -7
ELEV -12
ELEV -9
ELEV -11
W2
W1
W2
ELEV -9
ELEV -20
ELEV -10
ELEV -11
ELEV -7
ELEV -21
ELEV -12 ELEV -20
ELEV -12
ELEV -8 ELEV -3
ELEV -11 ELEV -9
ELEV -8
ELEV -3
ELEV -3
ELEV -9
ELEV -7 ELEV -9
ELEV -10
ELEV -5
ELEV -10 ELEV -20
ELEV -8
ELEV -8
ELEV -17
0’-0" T/O MAIN FLOOR
ELEV -17
ELEV -6
ELEV -17
ELEV -6
ELEV -5
METAL SHAKE SHINGLES AND SNOWGUARDS C/W SYNTHETIC ROOF UNDERLAYMENT. COLOUR TAN
ELEV -2
PRE-FINISHED ALUMINUM FASCIA (FASTENED WITH 3/4" SELF-TAPPING SS SCREWS, 5" EAVE TROUGH AND DRIP EDGE. COLOUR SIMILAR TO CLIFFSIDE. OWNER TO VERIFY COLOUR SELECTION WITH MANUFACTURERS STANDARD OFFERINGS.
ELEV -3
PRE-FINISHED ALUMINUM RAIN WATER LEADER INCLUDING ELBOWS AND EXTENSIONS. COLOUR SIMILAR TO CLIFFSIDE. OWNER TO VERIFY COLOUR SELECTION WITH MANUFACTURERS STANDARD OFFERINGS.
ELEV -4
PRE-CAST CONCRETE SPLASH PADS.
ELEV -5
FINISH GRADE. REFER TO SITE GRADING PLAN.
ELEV -6
CEMENT BOARD INSULATION COVER WITH PARGING FINISH.
ELEV -7
PRE-FINISHED HORIZ. SIDING - ULTRAPLANK, COLOUR COUNTRY RED.
ELEV -8
PRE-FINISHED VERT. SIDING - ULTRAPLANK, COLOUR COUNTRY RED.
ELEV -9
5" PRE-FINISHED CORNERS - TEXTURED, COLOUR: CLIFFSIDE.
ELEV -10
5" PRE-FINISHED TRIM - TEXTURED, COLOUR: CLIFFSIDE.
ELEV -11
4" PRE-FINISHED TRIM - TEXTURED, COLOUR: CLIFFSIDE.
ELEV -12
4" PRE-FINISHED DOOR AND WINDOW TRIM - TEXTURED, COLOUR: CLIFFSIDE.
ELEV -16
T/O TOP PLATE ELEV -16
ELEV -1
ELEV -19
ELEV -13 ELEV -5
NORTH ELEVATION
WEST ELEVATION
1/4"=1’-0"
1/4"=1’-0"
ELEV -14
DRIP CAP OVER WINDOWS AND DOORS. REFER TO CANEXEL INSTRUCTIONS CUSTOM WOOD BRACKET. COLOUR: BEAUTITONE COSTAL FOG D22-2-2013-4. REFER TO DETAIL:
01 A2
ELEV -15
ELEV -15
GABLE VENT.
ELEV -16
LIGHT FIXTURE: TITAN LIGHTING, VANDON 1, TN-75811, COLOUR LIGHT CHARCOAL.
ELEV -17
CUSTOM WOOD BENCH. BEAUTITONE COASTAL FOG D22-2-0213-4. REFER TO DETAIL:
02 A2
ELEV -2
ELEV -2 ELEV -1 ELEV -7
ELEV -14
ELEV -12 ELEV -12
ELEV -12
ELEV -16
ELEV -14
ELEV -18
CONCRETE SIDEWALK.
ELEV -19
CONCRETE STAIR.
ELEV -20
TYP. GUARD AND HANDRAIL. REFER TO SECTIONS A/A5 AND B/A5. ALL EXPOSED STEEL TO HAVE 1 COAT PRIMER AND 2 COATS PAINT.
ELEV -21
DOOR SIGNAGE. REFER TO DOOR SCHEDULE.
ELEV -22
PROVIDE BELOW GRADE PVC CONDUIT FOR WEST SIDE RAIN WATER LEADERS AND EXIT ON GRADE TO PARKING AREA ON WEST OF RAMP AND STAIRS WITH PRECAST CONCRETE SPLASH PADS.
ELEV -16
9’-1 1 2"
T/O TOP PLATE ELEV -8
ELEV -8
ELEV -3
ELEV -3
ELEV -3
ELEV -3
ELEV -11 9’-11 2"
ELEV -9
ELEV -20
ELEV -7
ELEV -21
ELEV -21
ELEV -12
ELEV -12
ELEV -9
ELEV -7
ELEV -17 ELEV -12
ELEV -10
ELEV -10
ELEV -20 ELEV -4
ELEV -8
ELEV -19
0’-0" T/O MAIN FLOOR
ELEV -9
ELEV -9 ELEV -21
SHARBOT LAKE SIGNAGE BY HERITAGE COMMITEE
ELEV -11
NOTE: INSTALL CANEXEL SIDING IN STRICT ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS AT ALL BASE, TRIMS, FRIEZE BOARDS AND WINDOW/DOOR TRIMS TO ENSURE NECESSARY VENTING BEHIND CANEXEL SIDING
ELEV -8
ELEV -6 ELEV -6
ELEV -5
ELEV -18
ELEV -22
SOUTH ELEVATION
EAST ELEVATION
1/4"=1’-0"
1/4"=1’-0"
12 6
AUSTIN ENGINEERING INC. 623 FORTUNE CRES, #100, KINGSTON, ON K7P 0L5 (613) 561-5634 www.AustinEng.ca
2’-6"
51 2"
8"
T/O TOP PLATE
K&P TRAIL HEAD PUBLIC WASHROOM
41 2"
3’-4"
DOUBLE TOP PLATE WITH SILL GASKET. 1 2"Ø DIA ANCHOR BOLTS @ 48" O/C ANDADJACENT TO CORNERS WITH MIN. 4" EMBEDMENT.
PRE-FINISHED METAL FASCIA OVER 2x6 FASCIA BOARD
31 2"
PRE-FINISHED METAL VENTED SOFFIT
PAINT ALL WOOD MEMBERS
2-2x6 LINTEL
EXTERIOR ELEVATIONS AND DETAILS
INTERIOR OF DISPLAY CASE TO BE LINED WITH HORIZ. T&G NATURAL WOOD PLANK. PAINT OR STAIN AS DIRECTED BY OWNER
PLATE
4’-93 4"
DISPLAY CASE WINDOW
DISPALY CASE FINISH ON 3 4" PLYWOOD
ICFLV CONNECTOR @ 16" O/C
1’-6" 2x4 FRAMING @ 16" C/C
2x4 LEDGER C/W 5/8"Ø x 10" LONG GALVANIZED THREADED ROD @ 16" O/C
02
X
X
X
0’-0" T/O MAIN FLOOR
5 16
3
LOCK NUT AND WASHERS TO SUIT
6"
6"
X
" -9
X
1’
X
5 16
"
GALVANIZED THREADED ROD
1’-7"
31 2"
2x4 STRUTS @ 16" C/C
1’-4"
1’-8"
1’-01 2"
ICFLV CONNECTOR WITH 5/8"Ø GALV THREADED ROD AND DOUBLE NUTS. EMBEDDED INTO ICF
3
5 “Ø 8
3 " 4
BRACE
105 8”
A1 1 “x2” PLATE 2
Stamp:
INSTALL METAL SHELF STANDARDS AND BRACKETS AS DIRECTED BY OWNER
6’-8"
ADD’T 2-10M VERT BARS AT EA. BENCH FRAME LOCATION.
11 8"
16"x2" BENT
A2
2x4 P.T. BENCH W/ HIDDEN FASTENERS
2" 5
01
9’-11 2"
1/2"Ø GALV. THREADED ROD EMBEDDED INTO IFC. CONCEAL NUTS AND WASHERS WITH BUTTON PLUGS.
3/4"=1’-0"
Drawing Title:
31 2"
1"
6x6 P.T. WOOD VERTICAL MEMBER
DECORATIVE WOOD BRACE DETAIL
MATHEW STREET, SHARBOT LAKE, ON
1’-4"
9"
4x4 P.T. WOOD DIAGONAL BRACE 8"
1’-4"
2’-23 4"
1’-8"
3’-0"
1 2"
31 2"
1"
6x6 P.T. WOOD HORIZ. MEMBER
51 2"
Project:
2’-0"
3
3"
PRE-FINISHED METAL RAIN GUTTER
9’-1 1 2"
31 2"
ELEV -4
ELEV -4
ELEV -5
10’-6"
ELEV -18
2
ISSUED FOR TENDER
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PRE-FINISHED SIDING ON 1x3 WOOD STRAPPING @ 16" O.C.
2x6 LEDGER C/W 5/8"Ø x 10" LONG GALVANIZED THREADED ROD @ 16" O/C
1
ISSUED FOR 100% REVIEW
JKA
2025/05/02
0
ISSUED FOR REVIEW
JKA
2025/04/04
SHEET AIR BARRIER ON 1 " PLYWOOD SHEATHING 2
ICFLV CONNECTOR @ 16" O/C
No.
DESCRIPTION
BY
DATE
X
X
X
Plot Scale:
X
"
1 " CEMENT BOARD TO 2 MIN. 6" BELOW GRADE
Scale:
AS SHOWN Drawn by:
4 BRACES PER BENCH EQUAL SPACED.
Project No: EXTERIOR BENCH DETAIL
02
DISPLAY CASE PLAN
03
SECTION THROUGH DISPLAY CASE
04
1"=1’-0"
A2
1/2"=1’-0"
A2
3/4"=1’-0"
A2
25011 Approved By:
Drawing Number:
A2
RP
NOTES:
- ALL EXTERIOR CONCRETE TO BE 32MPa AND HAVE 6% AIR ENTRAINMENT.
- PROVIDE 13mm FIBREBOARD ISOLATION JOINT AND SEAL WITH VULCAN 116 SEALANT TO TOP AND SIDE FACE OF SLAB. TYPICAL AT ALL JOINTS BETWEEN SLAB AND BUILDING.
ALL CONTINUOUS HORZ. BARS TO BE CONTINUOUS AND HOOKED AT CORNERS. TYP.
11"
15M DOWELS @ 12" C/C 12" INTO CONCRETE
1’-0" MIN.
ADDITIONAL ANCHOR BOLTS ADJACENT TO OPENINGS. TYP.
6"
32MPa CONCRETE STAIR C/W 10M BARS @ 12" C/C E.W.
PLAN VIEW
DOUBLE TOP PLATE CONTINUOUS OVER OPENING. TYP.
1"
51 4"
15M NOSING BAR 2-10M VERT BAR AT CORNERS TYP.
6" THICK 32MPa CONCRETE SLAB C/W 10M BARS @ 18" C/C E.W.
8"
2’-0" MIN. TYP. HORZ. REINFORCING. AS PER APPROVED DESIGN. PROVIDE 12" HOOK AT OPENINGS.
MIN. 12" COMPACTED GRANULAR UNDER SLAB AND FOOTING
2" XPS UNDERSLAB INSULATION (R10)
HOOK HORZ BARS MIN 24" INTO INTERSECTING WALL
TYP DOOR OPENING
EXTERIOR STAIR DETAIL
B
3/4"=1’-0"
A3
ADDITIONAL 2-10M VERTICAL EA. SIDE OF OPENING 12
12
8
8
PROVIDE ADDITIONAL 2-10M HORZ REINFORCING BELOW OPENING. EXTEND MIN. 24" PAST OPENING.
ROOF CONSTRUCTION: · METAL SHAKE SHINGLES C/W SYNTHETIC ROOF UNDERLAYMENT · 36" WIDE EAVE PROTECTION TO MINIMUM 12" INSIDE INNER FACE OF WALL 5 " O.S.B. SHEATHING c/w EDGE CLIPS ON · 8 · PRE-ENG WOOD TRUSSES @ 24" C/C · INSULATION BAFFLES · BLOWN IN INSULATION (R60) · 6 MIL POLY VAPOUR BARRIER · 1x3 WOOD STRAPPING @ 16" C/C · 5/8" MOISTURE RESISTANT DRYWALL CEILING FINISH
2’-0"
TYPICAL REINFORCING DETAIL AT OPENINGS
01
N.T.S.
A3 MOR-VENT BETWEEN ROOF TRUSSES 12 6
PRE-FINISHED METAL RAIN GUTTER
DOUBLE TOP PLATE WITH SILL GASKET. 1 “Ø DIA ANCHOR BOLTS @ 48” O/C 2 ANDADJACENT TO CORNERS WITH MIN. 4" EMBEDMENT.
3’-4" PRE-FINISHED METAL VENTED SOFFIT
10M BOND BEAM TOP COURSE. TYP.
10M BOND BEAM TOP COURSE. TYP.
HORIZ. LADDER REINFORCING EVERY SECOND COURSE. TYP.
HORIZ. LADDER REINFORCING EVERY SECOND COURSE. TYP.
10M DOWELS @ 24" O/C INTO INTERSECTING WALLS. TYP.
10M DOWELS @ 24" O/C INTO INTERSECTING WALLS. TYP.
1’-117 16"
PRE-FINISHED METAL FASCIA OVER 2x6 FASCIA BOARD
1’-6"
35 16"
9’-1 1 2" T/O TOP PLATE
AUSTIN ENGINEERING INC.
4’-93 4"
9’-11 2"
623 FORTUNE CRES, #100, KINGSTON, ON K7P 0L5 (613) 561-5634 www.AustinEng.ca
10M VERT. @ 32" C/C
10M VERT. @ 32" C/C
8" CONCRETE BLOCK
6" CONCRETE BLOCK
WALL CONSTRUCTION [R22 MIN.]: PRE-FINISHED SIDING 1x3 WOOD VERTICAL STRAPPING @ 16" O.C. SHEET AIR BARRIER 1/2" PLYWOOD SHEATHING 6" INSULATED CONCRETE FORM WALL (ICF) 1/2" CEMENT BOARD CERAMIC TILE FINISH
· · · · · · ·
Project:
K&P TRAIL HEAD PUBLIC WASHROOM MATHEW STREET, SHARBOT LAKE, ON
Drawing Title:
05
BUILDING SECTION AND DETAILS 5"
A4
15M NOSING BAR
0’-0" T/O MAIN FLOOR
Stamp:
1’-2"
6" THICK 32MPa CONCRETE SLAB C/W 10M BARS @ 18" C/C E.W. 1 " CEMENT BOARD TO 2 SLOPE MIN. 6" BELOW GRADE
2" XPS UNDERSLAB INSULATION (R10) ON 6 MIL POLY VAPOUR BARRIER X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
10M LAP SPLICE @ 18" C/C X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1’-0" MIN.
1’-6" TYP.
*6"
X
4" CONCRETE SLAB W/6x6x6 6 WWM
10M LAP SPLICE @ 18" C/C
6"
- ADJUST HEIGHT OF EXPOSED FACE TO SUIT GRADING. REFER TO SITE PLAN
8"
WATERPROOF MEMBRANE BY ICF MANUFACTURER
15M HORIZ. CONT. EACH ICF BLOCK COURSE ON ALTERNATING SIDES
5’-2"
2’-0" MIN.
SLOPE 1%
15M VERT. @ 18" C/C CENTERED IN WALL 2" XPS UNDERSLAB INSULATION (R10)
MIN. 12" COMPACTED GRANULAR ‘A’
16"x6" FOOTING W/ 2-15M CONT. ON UNDISTURBED SUBGRADE
16"x6" FOOTING W/ 2-15M CONT. ON UNDISTURBED SUBGRADE
MIN. 12" COMPACTED GRANULAR ‘A’ UNDER SLAB AND FOOTING
10M LAP SPLICE @ 18" C/C
2
ISSUED FOR TENDER
JKA
2025/05/28
1
ISSUED FOR 100% REVIEW
JKA
2025/05/02
0
ISSUED FOR REVIEW
JKA
2025/04/04
No.
DESCRIPTION
BY
DATE
Plot Scale: KEYWAY
Scale:
-5’-2" U/S FOOTING
AS SHOWN Drawn by:
Project No:
20"x8" FOOTING W/ 2-15M CONT.
BUILDING SECTION
A
3/4"=1’-0"
A3
25011 Approved By:
Drawing Number:
A3
RP
REFER TO SCHED.
2" 2"
2"
1’-10"
6’-8"RO 3’-4"
3’-4"
1’-9" RO
FINISH FLOOR
D1
W1
6’-103 4" R0
4’-93 4" 2’-1"
6’-103 4" RO
2’-1"
7’-0"
9’-2"
4’-93 4"
2"
DH
W2
DOOR NOTES:
- PROVIDE WALL STOPS FOR ALL DOORS EXCEPT WHERE FLOOR STOPS ARE REQUIRED
- KICKPLATES TO BE INSTALLED ON INTERIOR PUSH SIDE OF DOOR TYPICAL
- ALL HM DOORS 1 1/2 PAIR BB EXTERIOR HINGES c/w SET SCREW
- ALL DOOR FRAMES TO HAVE THREE NEOPRENE BUMPERS ATTACHED TO LATCH SIDE OF FRAME
- [DH] DOUBLE GLAZED WITH INSULATED SPACERS, LOW E, ARGON FILLED. PRIVACY FILM ON INTERIOR
DOOR ACCESS AND SECURITY CONTROL:
- PROVIDE DOOR ACCESS AND SECURITY CONTROL SYSTEM FOR ALL DOORS. PREFERRED SYSTEM MANUFACTURER: UBIQUITY UNIFI.
- DOOR SYSTEM FEATURES TO INCLUDE: -ALL DOORS TO LOCK/UNLOCK WITH MECHANICAL KEY. -LOCK/UNLOCK REMOTELY ON A SCHEDULE. -LOCK/UNLOCK REMOTELY WITH A MOBILE APP. -LOCK/UNLOCK WITH A CARD READER. -INTEGRATED WITH POWER DOOR OPERATOR CONTROLS ON ACCESSIBLE WASHROOM.
- CONTRACTOR TO PROVIDE SHOP DRAWING FOR OWNERS REVIEW INCLUDING DESCRIPTION OF ALL HARDWARE, SOFTWARE AND SYSTEM FEATURES.
WINDOW NOTES:
- EXTRUDED ALUMINUM FRAMES, COLOUR BLACK
- LAMINATED GLASS WITH PVB LAYER FOR UV PROTECTION
- WEATHERSTRIPPING
- HINGED DOORS WITH KEY LOCK
DOOR AND WINDOW ELEVATIONS 1/4"=1’-0"
9’-111 2"
6’-11"
6’-101 2"
9’-111 2"
WASHROOM ACCESSORIES: ALL ACCESSORIES AS PER SPECIFICATIONS BELOW OR APPROVED EQUAL.
8
GRAB BARS: BOBRICK B-6806 24" - 11 2" DIA. STAINLESS STEEL, PEENED FINISH
9
GRAB BARS: BOBRICK B-6898. 30"x30" - 11 2" DIA. STAINLESS STEEL, PEENED FINISH
10
BABY CHANGE STATION: KOALA HORIZ. STAINLESS STEEL - KB310-SSWM
10
BABY CHANGE STATION: KOALA HORIZ. STAINLESS STEEL - KB310-SSWM
6" CONCRETE BLOCK WALL STAINLESS STEEL OVER 2x4 P.T. BENCH W/ HIDDEN FASTENERS
5 1
ELEVATION B
ELEVATION A
ELEVATION C
2" 5
16"x2" BENT PLATE
1 “x2” PLATE 2 BRACE
ELEVATION D
FAMILY WR 102 INTERIOR ELEVATIONS
01
3/8"=1’-0"
A4
6’-101 2"
9’-111 2"
6’-101 2"
1’-6"
GROUT FILL CELLS WHERE RODS OCCUR
5 “Ø 8 GALVANIZED THREADED ROD
6”
AIR FRESHENER: SUPPLIED AND INSTALLED BY THE TOWNSHIP
10
1’-8"
7
2
3
1’-01 2"
6
COAT HOOK: BOBRICK B-212
2’-0"
11 8"
LOTION SOAP DISPENSER: SUPPLIED AND INSTALLED BY THE TOWNSHIP
1’-6"
3 " 4
5
2’-8"
105 8"
MIRRORS: FROST 941-FT 2436
1’-6" 4 6’-6"
4
3’-4"
3’-11 2"
HAND DRYER: WORLD DRYER - SMARTdri PLUS SERIES ALUMINUM WHITE K-974P2
9’-01 8"
3
3’-91 2"
6’-6"
SURFACE MOUNTED SANITARY WASTE RECEPTACLE: SUPPLIED AND INSTALLED BY THE TOWNSHIP 9’-01 8"
2
2’-6"
4’-0"
9’-01 8"
DOUBLE ROLL, BATH TISSUE DISPENSER: SUPPLIED AND INSTALLED BY THE TOWNSHIP
9’-01 8"
1
9’-71 2"
LOCK NUT AND WASHERS TO SUIT
NOTE: BARRIER FREE WASHROOM LAYOUT AND ACCESSORIES TO MEET OBC 2024 SECTION 3.8
4 BRACES PER BENCH EQUAL SPACED. 3’-91 2"
4’-0"
AUSTIN ENGINEERING INC. 623 FORTUNE CRES, #100, KINGSTON, ON K7P 0L5 (613) 561-5634 www.AustinEng.ca
2’-6"
INTERIOR BENCH DETAIL
05
1"=1’-0"
A4
Project:
2’-2"
K&P TRAIL HEAD PUBLIC WASHROOM
2’-0"
6’-6"
1’-6"
3’-4"
MATHEW STREET, SHARBOT LAKE, ON
6’-6"
1’-6"
9’-01 8"
9’-01 8"
9’-01 8"
9’-01 8"
4
2
10
3
5 1
ANGLED MIRROR
2’-6"
3’-11 2"
Drawing Title: 2’-6"
2’-0"
INTERIOR ELEVATIONS, DETAILS AND SCHEDULES
ELEVATION D
9’-91 2"
9’-71 2"
9’-91 2"
9’-71 2"
LAVATORY CLEARANCES
9 3
8
1’-6"
9 8
8
6’-0"
10
8
3’-11 2"
5 BENCH. REFER TO DETAIL:
3’-4"
ELEVATION B
2
ISSUED FOR TENDER
JKA
2025/05/28
1
ISSUED FOR 100% REVIEW
JKA
2025/05/02
0
ISSUED FOR REVIEW
JKA
2025/04/04
No.
DESCRIPTION
BY
DATE
05
1 2
Plot Scale:
A4
3’-4"
ELEVATION A
HAND DRYER
3’-91 2" 3’-71 4"
4
COAT HOOK
9’-01 8"
1’-6"
9’-01 8"
9’-01 8"
9’-01 8"
SHELF (4" MAX. FROM WALL SURFACE)
6
16" to 18"
2’-0"
3’-11"
2’-6"
1’-6"
GRAB BAR PLACEMENT
3’-1"
4’-0"
Stamp:
2’-6"
EDGE OF TOILET
93 4"
2’-9"
A4
2’-5"
02
3/8"=1’-0"
2’-3"
FAMILY WR 101 INTERIOR ELEVATIONS
6" 93 4"
93 4"
ELEVATION C
33" to 36 1 4"
ELEVATION B
ELEVATION A
6"
6"
INSULATED PIPING
ELEVATION C
BENCH. REFER TO DETAIL:
05
Scale:
SERVICE UNIT HEIGHTS
ELEVATION D
A4
BARRIER FREE WR 104 INTERIOR ELEVATIONS
03
3/8"=1’-0"
A4
TYPICAL UNIVERSAL WASHROOM DETAILS
04
1/2"=1’-0"
A4
AS SHOWN Drawn by:
Project No:
25011 Approved By:
Drawing Number:
A4
RP
NOTE 7
6’-0" MAX.
KEYNOTES:
NOTE 3
8" CONCRETE WALL REINFORCED WITH 15M BARS @ 24" O/C E.W. PROVIDE 1" CHAMFER AT ALL EXPOSED EDGES.
NOTE 4
20" x 6" CONCRETE FOOTING WITH 2-15M CONTINUOUS BARS ON UNDISTURBED SUBGRADE. 2" XPS RIGID INSULATION FROST PROTECTION.
NOTE 5
COMPACTED GRANULAR ‘A’ FILL.
NOTE 6
TYPICAL SIDEWALK DETAILS SIM. TO BUILDING SECTION DETAILS A/A3.
NOTE 7
42" HIGH x 1 1/2" Ø GUARDRAIL. PROVIDE MIN. 2" CLEARANCE BETWEEN GUARDRAIL AND ANY SURFACE. REFER TO TYPICAL GUARDRAIL DETAILS.
1 1/2"Ø POST @ 6’-0" O/C MAX. 1/2" ROUND BAR PICKETS @ 4" 0/C MAX.
4" MAX.
3’-6"
MIN. 2" HIGH CURB FULL LENGTH OF RAMP.
FINISH W/ 2 COATS GLOSS BLACK ENAMEL EXTERIOR PAINT.
NOTE 8
3’-6"
NOTE 2
NOTE 8
3’-6"
4" CONCRETE RAMP WITH 10M @ 18" O/C. MAX SLOPE 1:12
3’-6" CLEAR
3’-0"
NOTE 1
3’-6"
1 1/2"Ø TOP RAIL
NOTE 7
36" HIGH X 1 1/2" Ø HANDRAIL. PROVIDE MIN. 2" CLEARANCE BETWEEN GUARDRAIL AND ANY SURFACE.
NOTE 9
FINISHED GRADING VARIES. REFER TO GRADING PLAN.
NOTE 6
NOTE 1
NOTE 3
NOTE 9
4" MAX.
NOTE 2
5.5"x5.5"x0.25"B.PL.
NOTE 3
8"
4-1/2" Ø S.S. THREADED ANCHOR RODS. HILTI HY-200 ADHESIVE w/ 4 1/2" EFFECTIVE EMBEDMENT.
8"
1’-0" MIN.
NOTE 8
2"
1 1/2"Ø BOTTOM RAIL
2’-0" MIN.
NOTE 4
NOTE 5
TYPICAL GUARDRAIL SECTION AND ELEVATION
B
3/4"=1’-0"
A5
NOTE 4
TYPICAL RAMP SECTION
A
3/4"=1’-0"
A5
NEW LIMESTONE ARMOUR STONE RETAINING WALL. APPROX STONE SIZE 16"Wx12"Hx24"L. MAX HEIGHT 16". HEIGHT VARIES, REFER TO GRADING PLAN.
AUSTIN ENGINEERING INC.
NEW WASHROOM BUILDING
623 FORTUNE CRES, #100, KINGSTON, ON K7P 0L5 (613) 561-5634 www.AustinEng.ca
4" TOPSOIL AND SOD. 6" DEEP, 2Ø-4Ø RIVER STONE DRAINAGE CHANNEL
6" FREE DRAINING GRANULAR BEHIND WALL.
Project:
CONTINUOUS GEOTEXTILE FABRIC MIN. 12" DEEP COMPACTED GRANULAR ‘B’
K&P TRAIL HEAD PUBLIC WASHROOM MATHEW STREET, SHARBOT LAKE, ON
Drawing Title:
TYPICAL RETAINING WALL DETAIL
C
3/4"=1’-0"
A5
DETAILS
Stamp:
2
ISSUED FOR TENDER
JKA
2025/05/28
1
ISSUED FOR 100% REVIEW
JKA
2025/05/02
0
ISSUED FOR REVIEW
JKA
2025/04/04
No.
DESCRIPTION
BY
DATE
Plot Scale: Scale:
AS SHOWN Drawn by:
Project No:
25011 Approved By:
Drawing Number:
A5
JKA
GENERAL CONDITIONS & NOTES:
CONCRETE NOTES:
METAL ROOFING SYSTEMS:
ELECTRICAL:
DESIGN IS IN ACCORDANCE WITH THE ONTARIO BUILDING CODE (OBC) 2024. EXECUTE ALL WORK TO THE REQUIREMENTS OF THE OBC 2024, APPLICABLE CSA STANDARDS, OHSA WORKPLACE SAFETY STANDARD, MUNICIPAL AND PROVINCIAL REGULATIONS. 3. ALL WORKMANSHIP TO BE REPRESENTATIVE OF THE HIGHEST INDUSTRY STANDARD. 4. READ THESE DRAWINGS IN CONJUNCTION WITH THE WRITTEN SPECIFICATION AND NOTES. WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS AND THE WRITTEN SPECIFICATIONS, THE WRITTEN SPECIFICATIONS SHALL TAKE PRECEDENCE. ANY REFERENCE TO ‘CONTRACT DOCUMENTS’ MEANS THE LATEST ISSUED DRAWINGS, NOTES, AND SPECIFICATIONS, AND ALSO INCLUDES THE LATEST REVIEWED SHOP DRAWING SUBMISSIONS, RFI’S ETC. 5. CONDITIONS SPECIFIED IN THESE GENERAL NOTES APPLY TO ALL OTHER SECTION NOTES AND DRAWING NOTES AS APPLICABLE. 6. THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL MATERIALS, LABOUR, WATER, TOOLS, EQUIPMENT, LIGHT, HEAT AND POWER AS MAY BE NECESSARY FOR THE EXECUTION OF THE WORK. 7. IT IS THE INTENT OF THIS CONTRACT TO PROVIDE FINISHED WORK. ITEMS THAT ARE CLEARLY REQUIRED TO PROVIDE A FINISHED INSTALLATION ARE INCLUDED IN THE SCOPE WHETHER SPECIFICALLY NOTED OR NOT. 8. IT IS THE INTENT OF THIS CONTRACT TO PROVIDE A NEW COMPLETE WASHROOM BUILDING INCLUDING ALL EXTERIOR WORKS AND CONNECTION TO THE EXISTING SEPTIC TANKS AND TILE BED. 9. THE CONTRACTOR SHALL COORDINATE ALL CONDITIONS OF THE BUILDING PERMIT INCLUDING INSPECTIONS WITH THE OWNER AND/OR TOWNSHIP. 10. DO NOT SCALE THE DRAWINGS. 11. CONFIRM ALL DIMENSIONS, ELEVATIONS, GRADES AND SITE CONDITIONS PRIOR TO COMMENCING THE WORK AND REPORT ANY DISCREPANCIES TO THE OWNER. 12. DRAWING DIMENSIONS ARE FOR REFERENCE ONLY TO SHOW THE INTENT OF THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS INCLUDING THE WORK PREVIOUSLY PREFORMED BY OTHER TRADES. 13. PROPRIETARY SYSTEMS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS. UNLESS OTHERWISE SPECIFIED, COMPLY WITH MANUFACTURER’S LATEST PRINTED INSTRUCTIONS FOR MATERIALS AND INSTALLATION METHODS. 14. COORDINATE WORK OF ALL TRADES SO THAT THERE IS A MINIMUM OF CUTTING, FITTING AND PATCHING. 15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY NECESSARY UTILITY LOCATES PRIOR TO START OF CONSTRUCTION. 16. ALL PLUMBING, SEPTIC AND ELECTRICAL WORKS TO FOLLOW APPLICABLE OBC DESIGN REQUIREMENTS AND PERMITTING. 17. DO NOT CONCEAL WORK UNTIL REVIEWED AND ACCEPTED BY THE OWNER. THE CONTRACTOR WILL BE RESPONSIBLE FOR UNCOVERING AND REPLACING ANY WORK THAT IS CONCEALED PRIOR TO INSPECTION. THE CONTRACTOR SHALL COORDINATE THE REQUIRED INSPECTIONS WITH OWNER AND PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR SUCH INSPECTIONS. 18. SUBSTITUTIONS AND ALTERNATIVE PRODUCTS AND MATERIALS WILL NOT BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 19. MAINTAIN WORK AREAS IN TIDY CONDITION, FREE FROM ACCUMULATION OF WASTE PRODUCTS AND DEBRIS. CLEAN WORK AREAS DAILY, INCLUDING EXTERIOR AREAS AND ALL INTERIOR ROOMS. REMOVE WASTE MATERIALS FROM SITE AT REGULARLY SCHEDULED TIMES AND DISPOSE OFFSITE IN APPROVED LOCATIONS. WHEN WORK IS SUBSTANTIALLY PERFORMED, REMOVE SURPLUS PRODUCTS, TOOLS, CONSTRUCTION MACHINERY AND EQUIPMENT NOT REQUIRED FOR PERFORMANCE OF REMAINING WORK. PROVIDE FINAL CLEANING TO THE SATISFACTION OF OWNER FOLLOWING COMPLETION OF PROJECT. 20. PROVIDE SUBMITTALS (SHOP DRAWINGS, RFI’S) FOR THE OWNER’S REVIEW, AS SPECIFIED IN THE CONTRACT DOCUMENTS, ELECTRONICALLY (IN PDF FORMAT). SUBMIT WITH REASONABLE PROMPTNESS AND IN ORDERLY SEQUENCE SO AS TO NOT CAUSE DELAY IN WORK. ASSUME A MINIMUM OF TEN (10) BUSINESS DAYS FOR REVIEW OF SHOP DRAWINGS AND FIVE (5) BUSINESS DAYS FOR REVIEW OF RFI’S. FAILURE TO SUBMIT IN AMPLE TIME IS NOT CONSIDERED SUFFICIENT REASON FOR AN EXTENSION OF CONTRACT TIME AND NO CLAIM FOR EXTENSION BY REASON OF SUCH DEFAULT WILL BE ALLOWED. 21. CONTRACTOR TO REVIEW SUBMITTALS PRIOR TO SUBMISSION TO THE OWNER. THIS REVIEW REPRESENTS THAT NECESSARY REQUIREMENTS HAVE BEEN DETERMINED AND VERIFIED, OR WILL BE, AND THAT EACH SUBMITTAL HAS BEEN CHECKED AND COORDINATED WITH REQUIREMENTS OF WORK AND CONTRACT DOCUMENTS. SUBMITTALS NOT STAMPED, SIGNED, DATED BY THE CONTRACTOR AND IDENTIFIED AS TO THIS SPECIFIC PROJECT WILL BE RETURNED WITHOUT BEING EXAMINED AND SHALL BE CONSIDERED REJECTED. ALL WORK AFFECTED BY SUBMITTAL SHALL NOT PROCEED UNTIL REVIEW IS COMPLETE. 22. PROVIDE SUBMITTALS (SHOP DRAWINGS, RFI’S) TO VERIFY MANUFACTURER, MATERIAL TYPE, SIZE, COLOUR, FINISH, ETC. FOR PRODUCTS AND MATERIALS IDENTIFIED BUT NOT FULLY DEFINED IN THE CONTRACT DOCUMENTS. 23. NOTIFY THE OWNER, IN WRITING AT TIME OF SUBMISSION, IDENTIFYING DEVIATIONS FROM REQUIREMENTS OF CONTRACT DOCUMENTS STATING REASONS FOR DEVIATIONS. 24. THE CONTRACTOR’S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMISSIONS IS NOT RELIEVED BY THE OWNERS REVIEW OF SUBMITTALS. THE CONTRACTOR’S RESPONSIBILITY FOR DEVIATIONS IN SUBMISSIONS FROM THE REQUIREMENTS OF CONTRACT DOCUMENTS IS NOT RELIEVED BY THE OWNERS REVIEW. ALL SUBSEQUENT WORK AFFECTED BY SUBSTITUTIONS AND DEVIATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
GENERAL SITE NOTES: 1.
CONSTRUCTION PARKING, HAUL ROUTES, MATERIAL STORAGE AND LAY DOWN AREA ARE TO BE APPROVED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION. 2. FIRES AND BURNING OF RUBBISH ON SITE NOT PERMITTED. 3. DO NOT BURY RUBBISH AND WASTE MATERIALS ON SITE. 4. DO NOT DISPOSE OF WASTE OR VOLATILE MATERIALS, SUCH AS MINERAL SPIRITS, OIL OR PAINT THINNER INTO WATERWAYS, STORM OR SANITARY SEWERS. 5. DISPOSAL OF CONCRETE WASH WATER ON-SITE IS PROHIBITED. 6. CONTROL DISPOSAL OR RUNOFF OF WATER FROM THE WORK SITE CONTAINING SUSPENDED MATERIALS OR OTHER HARMFUL SUBSTANCES IN ACCORDANCE WITH FEDERAL, PROVINCIAL, AND MUNICIPAL ENVIRONMENTAL LAWS AND REGULATIONS. 7. PROTECT TREES AND PLANTS ON SITE AND ADJACENT PROPERTIES TO AVOID ANY UNNECESSARY DAMAGE. APPROVAL FROM THE OWNER IS REQUIRED PRIOR TO ANY TREE CUTTING OR PRUNING. 8. WRAP IN BURLAP, TREES AND SHRUBS ADJACENT TO CONSTRUCTION WORK, STORAGE AREAS AND TRUCKING LANES, AND ENCASE WITH PROTECTIVE WOOD FRAMEWORK FROM GRADE LEVEL TO HEIGHT OF 2 M MINIMUM. 9. PROTECT ROOTS OF DESIGNATED TREES TO DRIPLINE DURING EXCAVATION AND SITE GRADING TO PREVENT DISTURBANCE OR DAMAGE. AVOID UNNECESSARY TRAFFIC, DUMPING AND STORAGE OF MATERIALS OVER ROOT ZONES. 10. MINIMIZE STRIPPING OF TOPSOIL AND VEGETATION. 11. RESTORE VEGETATIVE AREAS UPON COMPLETION OF WORK TO THE SATISFACTION OF THE OWNER. 12. REINSTATE ALL AREAS DAMAGED BY CONSTRUCTION ACTIVITIES TO THE SATISFACTION OF THE OWNER AND CONSULTANT. DO NOT AFFECT ADJACENT PROPERTIES DURING CONSTRUCTION. OBTAIN WRITTEN AUTHORIZATION FROM PROPERTY OWNERS FOR ANY REQUIRED ACCESS OR WORKS ON ADJACENT LANDS. 13. ALL SITE GRADING TO REMAIN UNCHANGED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 14. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING AT MIN. 2% GRADE AND MATCH TO EXISTING SITE GRADING. 15. UTILITY LOCATES TO BE PERFORMED BY THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION. 16. PERMITS FOR UTILITY WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR.
SITE GRADING: 1.
TOPSOIL TO BE A MIXTURE OF PARTICULATES, MICRO-ORGANISMS AND ORGANIC MATTER WHICH PROVIDES SUITABLE MEDIUM FOR SUPPORTING INTENDED PLANT GROWTH. CONTAIN NO TOXIC ELEMENTS OR GROWTH INHIBITING MATERIALS. CONSISTENCE: FRIABLE WHEN MOIST. 2. FINISHED SURFACE FREE FROM: DEBRIS AND STONES OVER 50 MM DIAMETER. COURSE VEGETATIVE MATERIAL, 10 MM DIAMETER AND 100 MM LENGTH, OCCUPYING MORE THAN 2% OF SOIL VOLUME. 3. STRIPPING AND STOCKPILE OF TOPSOIL FOR REUSE WHERE PRACTICAL. CONSULT THE OWNER FOR DIRECTION PRIOR TO REMOVING ANY EXCESS SOIL FROM SITE. 4. PROVIDE SEDIMENT EROSION AND CONTROL MEASURES INCLUDING SILT FENCING. 5. GRADE SOIL, ELIMINATING UNEVEN AREAS AND LOW SPOTS, ENSURING POSITIVE DRAINAGE. 6. VERIFY THAT GRADES ARE CORRECT. IF DISCREPANCIES OCCUR, NOTIFY DEPARTMENTAL REPRESENTATIVE AND DO NOT COMMENCE WORK UNTIL INSTRUCTED BY DEPARTMENTAL REPRESENTATIVE. 7. REMOVE DEBRIS, ROOTS, BRANCHES, STONES IN EXCESS OF 50 MM DIAMETER AND OTHER DELETERIOUS MATERIALS. 8. REMOVE SOIL CONTAMINATED WITH CALCIUM CHLORIDE, TOXIC MATERIALS AND PETROLEUM PRODUCTS. 9. DISPOSE OF UNUSED AND EXCESS MATERIALS OFF SITE AT APPROVED LOCATIONS. 10. CULTIVATE ENTIRE AREA WHICH IS TO RECEIVE TOPSOIL TO MINIMUM DEPTH OF 100 MM. CROSS CULTIVATE THOSE AREAS WHERE EQUIPMENT USED FOR HAULING AND SPREADING HAS COMPACTED SOIL. 11. PLACE TOPSOIL AFTER DEPARTMENTAL REPRESENTATIVE HAS ACCEPTED SUBGRADE. 12. SPREAD TOPSOIL IN UNIFORM LAYERS NOT EXCEEDING 150mm. 13. FOR SODDED AREAS KEEP TOPSOIL 15 MM BELOW FINISHED GRADE. 14. SPREAD TOPSOIL TO MATCH EXISTING DEPTHS OR A MINIMUM DEPTH OF 100 MM AFTER SETTLEMENT. 15. MANUALLY SPREAD TOPSOIL/PLANTING SOIL AROUND TREES, SHRUBS AND OBSTACLES. 16. GRADE TO ELIMINATE ROUGH SPOTS AND LOW AREAS AND ENSURE POSITIVE DRAINAGE. 17. PREPARE LOOSE FRIABLE BED BY MEANS OF CULTIVATION AND SUBSEQUENT RAKING. 18. CONSOLIDATE TOPSOIL TO REQUIRED BULK DENSITY USING EQUIPMENT APPROVED BY DEPARTMENTAL REPRESENTATIVE. LEAVE SURFACES SMOOTH, UNIFORM AND FIRM AGAINST DEEP FOOTPRINTING. 19. UPON COMPLETION OF INSTALLATION, REMOVE SURPLUS MATERIALS, RUBBISH, TOOLS AND EQUIPMENT BARRIERS.
EXCAVATING AND BACKFILLING: 1. 2. 3. 4. 5. 6. 7. 8. 9.
EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM 1.5m BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. WHERE BEDROCK IN ENCOUNTERED WITHIN THE EXCAVATION NOTIFY THE OWNER FOR DIRECTION. NOTIFY THE OWNER AND ENGINEER WHEN GROUND WATER IS FOUND WITHIN THE REQUIRED FOOTING DEPTH. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED SUBGRADE SOILS FREE FROM DELETERIOUS MATERIALS. EXCAVATE ALL ORGANIC FILL, DEBRIS AND FOREIGN MATERIAL TO UNDISTURBED SUB-GRADE. ANY AREA OVER EXCAVATED SHALL BE LEVELED WITH COMPACTED ENGINEERED FILL AS DIRECTED BY THE OWNER. SUBGRADE SHALL BE PROOF ROLLED PRIOR TO PLACING ENGINEERED FILL. ALL GRANULAR SHALL BE PLACED AND COMPACTED IN MAXIMUM 6" LIFTS. SOIL BEARING CAPACITY OF 75 KPa ASSUMED IN DESIGN. DO NOT BACKFILL AGAINST WALLS UNTIL ELEMENTS PROVIDING LATERAL SUPPORT ARE COMPLETED. PLACE BACKFILL SIMULTANEOUSLY ON EACH SIDE OF WALLS SO AS NOT TO PRODUCE A DIFFERENTIAL PRESSURE. DO NOT BACKFILL AND / OR COMPACT AGAINST WALLS UNTIL THE CONCRETE HAS REACHED SUFFICIENT STRENGTH AND REQUIRED LATERAL SUPPORT IS PROVIDED. REFER TO CSA A23.1.
CONCRETE REINFORCEMENT NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9.
PERFORM CONCRETE REINFORCING WORK AND FABRICATION IN ACCORDANCE WITH CAN/CSA-A23.1/A23.2 UNLESS SPECIFIED OTHERWISE IN THIS SECTION. REINFORCING STEEL SHALL BE GRADE 400W DEFORMED BILLET - STEEL CONFORMING TO CAN/CSA - G30.18 AND FREE OF RUST, OIL OR ANY OTHER DELETERIOUS MATERIAL. ALL REINFORCING TO BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST RSIC DETAILING MANUAL. PROVIDE ALL NECESSARY BAR SUPPORTS AND TIE IN ACCORDANCE WITH THE LATEST RSIC DETAILING MANUAL. REINFORCING WORK TO BE INSPECTED BY THE OWNER AND IN ACCORDANCE WITH THE BUILDING PERMIT PRIOR TO PLACING CONCRETE. NOTIFY THE OWNER 48 HOUR IN ADVANCE. CONTRACTOR MUST ENSURE MINIMUM 95% STEEL IS IN PLACE FOR THE INSPECTION. SPLICES IN REINFORCEMENT SHALL BE STAGGERED WHERE POSSIBLE. SPLICES SHALL HAVE A MINIMUM OF 24" LAP LENGTH WITH ADJACENT BARS. WELDED WIRE FABRIC SPLICES SHALL BE MADE BY OVERLAPPING A MINIMUM OF 150mm. WELDED WIRE FABRIC SHALL CONFORM TO CSA STANDARD G30.5 WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT. THE MINIMUM CLEAR COVER FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH CSA A23.1 AND FOR NON-PRESTRESSED CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE:
- CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH IS 76mm (3").
- BEAMS, COLUMNS AND WALLS CAST AGAINST FORMWORK IS 50mm (2")
- SLABS: 50mm (2") FROM TOP OR TOP 1/3 OF SLAB DEPTH, WHICHEVER IS GREATER.
WOOD & FRAMING NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9.
PROVIDE PRE-ENGINEERED TRUSS SHOP DRAWINGS FOR REVIEW. SHOP DRAWING SHALL BE REVIEWED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROVENCE OF ONTARIO. LUMBER FOR JOISTS, RAFTERS, TRUSSES, BEAMS, STUD WALL FRAMING SHALL BE SPF NO.2 OR BETTER. WOOD-BASED PANELS AND SHEATHING TO CSA O437.0, “OSB AND WAFERBOARD” 0-1 GRADE, 0121 DOUGLAS FIR PLYWOOD, O151 CANADIAN SOFTWOOD PLYWOOD. MOISTURE CONTENT OF LUMBER SHALL BE NOT MORE THAN 19% AT THE TIME OF INSTALLATION. ALL WOOD FRAME NAILING TO COMPLY TO ONTARIO BUILDING CODE TABLE 9.23.3.4 NAIL SHALL BE ZINC COATED CONFORMING TO CSA B111. ALL NAILS AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE GALVANIZED OR OTHER SUITABLE MEANS OF CORROSION PROTECTION SUITABLE FOR CONTACT WITH PRESSURE TREATED WOOD. DELIVER, STORE AND HANDLE MATERIALS IN ACCORDANCE WITH MANUFACTURER’S WRITTEN INSTRUCTIONS. ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONDITIONS OR IN CONTACT WITH CONCRETE TO BE PRESSURE-TREATED LUMBER OR EQUIVALENT MEANS OF PROTECTION FROM THE EXTERIOR CONDITIONS.
PERFORM CONCRETE WORK TO THE REQUIREMENTS OF CSA STANDARD A23.1. CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION. 2. READY MIX CONCRETE SHALL BE QUALITY CONTROLLED CONCRETE CONFORMING WITH CSA STANDARD CAN/CSA-A23.1/A23.2. CONCRETE DESIGN SHALL BE A PERFORMANCE BASED AND CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL OF CONCRETE INCLUDING MIX DESIGN, PLACEMENT AND CURING. CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH THE SPECIFIED 28 DAY DESIGN COMPRESSIVE STRENGTH AS NOTED. THE CONTRACTOR SHALL PROVIDE COPIES OF CONCRETE DELIVERY TICKETS WHEN REQUESTED BY THE OWNER. CALCIUM CHLORIDE SHALL NOT BE USED AS AN ADDITIVE TO CONCRETE. 3. UNLESS OFFICIALLY APPROVED OTHERWISE, SLUMPS SHALL BE CONSISTENT AT 75 mm ±20 mm (3" ±3/4"). GREATER SLUMPS ARE NOT ACCEPTABLE AND THE LOADS SHALL BE REJECTED. ADMIXTURES, WHERE PERMITTED, SHALL CONFORM WITH CSA STANDARD CAN 3-A266M. 4. CONFORM TO CAN/CSA-A23.1/A23.2 IN THE USE OF ADMIXTURES. 5. ALL CONCRETE SHALL BE CONSOLIDATED WITH INTERNAL VIBRATOR, AND FINISH TO ARCHITECT’S REQUIREMENTS. 6. ALL CONCRETE SURFACES MUST BE CURED FOR MINIMUM 3 DAY AT MINIMUM 10°C. THE CONTRACTORS CURING METHODS SHALL BE IN ACCORDANCE WITH CAN/CSA A-23.1/A23.2. 7. PLACEMENT & CONSOLIDATION SHALL BE IN ACCORDANCE WITH CSA A23.1/A23.2. MAINTAIN RECORDS OF POURED CONCRETE ITEMS. RECORD DATE, LOCATION OF POUR, QUANTITY, AIR TEMPERATURE, AND WEATHER. 8. POUR CONCRETE CONTINUOUSLY BETWEEN PRE-DETERMINED CONSTRUCTION AND CONTROL JOINTS. 9. IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PRE-MATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURES AND MECHANICAL DAMAGE. CONFORM TO CAN/CSA-A23.1/A23.2 WHEN CONCRETING DURING HOT OR COLD WEATHER. 10. PROVIDE A POWERED STEEL TROWEL FINISH FOR ALL INTERIOR CONCRETE SLABS. PROVIDE A NON SLIP BROOM FINISH TO ALL EXTERIOR SLABS, WALKWAYS, RAMPS AND PADS. 11. FILLETS FOR CHAMFERED CORNERS SHALL BE 25mm AND LOCATED AS SPECIFIED ON THE DRAWINGS. 12. MODIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LINES, DETAILS AND ELEVATIONS. REPAIR OR REPLACE CONCRETE WITH EXCESSIVE HONEYCOMBING AND OTHER DEFECTS TO THE SATISFACTION OF THE OWNER. 13. THE VERTICAL HEIGHT OF FREE FALL CONCRETE DURING POURING OPERATIONS SHALL NOT EXCEED 1.8 METERS UNLESS OFFICIALLY APPROVED OTHERWISE BY THE OWNER AND CONCRETE READY MIX SUPPLIER. 14. REFER TO CONTRACT DRAWINGS FOR ADDITIONAL CONCRETE REQUIREMENTS. 15. CONCRETE MIX: FOOTINGS: 20MPA, CLASS R-1, 3-6% AIR. WALLS/PIERS: 25MPA, CLASS R-2, 4-7% AIR. INTERIOR SLABS: 25MPA, CLASS R-3, NO AIR. SLABS EXPOSED TO FREEZING: 32MPA, CLASS C-2, 5-8% AIR.
INSULATING CONCRETE FORMING (ICF):
- FURNISH ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT TO PERFORM THE COMPLETE ERECTION/ INSTALLATION OF THE INSULATING CONCRETE FORM SYSTEM (ICF), INSTALLATION OF REINFORCING STEEL, PLACEMENT OF CONCRETE WITHIN FORMWORK, AND FINAL CLEANUP.
- ADEQUATE BRACING AND FALSE WORK SHALL BE PROVIDED BY THE INSTALLING CONTRACTOR TO COMPLY WITH ALL APPLICABLE CODES.
- CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PRODUCTS TO COMPLETE THE WORK INCLUDING BUT NOT LIMITED TO SLEEVES, INSERTS, CONDUITS, ANCHORS, BOLTS, REINFORCING STEEL, WINDOW AND DOOR OPENING BUCKS, CONCRETE, EPS COMPATIBLE MODIFIED BITUMINOUS SHEET WATERPROOFING MEMBRANE, EPS COMPATIBLE PARGE COAT.
- CONTRACTOR SHALL SUBMIT ICF MANUFACTURER’S PRODUCT DATA FOR REVIEW. PROVIDE ICF SYSTEM MATERIALS FROM ONE MANUFACTURER.
- SUBMIT COPY OF MANUFACTURER’S PRODUCT INSTALLATION INSTRUCTIONS.
- CONTRACTOR SHALL ENGAGE THE SERVICES OF A TRAINED INSTALLER OR TECHNICAL ASSOCIATE WITH MINIMUM 3 YEARS EXPERIENCE IN COMMERCIAL ICF CONSTRUCTION FOR THE DURATION OF THE WORK UNDER THIS SECTION.
- DELIVER PRODUCTS IN ORIGINAL FACTORY PACKAGING, BEARING IDENTIFICATION OF PRODUCT, MANUFACTURER AND BATCH/LOT NUMBER.
- HANDLE AND STORE PRODUCTS IN LOCATION TO PREVENT DAMAGING AND SOILING.
- USE APPROPRIATE MEASURES FOR PROTECTION OF ICF FORMWORK AND CONCRETE DURING HOT AND COLD WEATHER CONSTRUCTION. 10.CONCRETE FOOTINGS SHALL BE INSTALLED WITHIN +/-6 MM (¼”) OF LEVEL AND ANY REQUIRED FOOTING STEPS ARE PROVIDED IN INCREMENTS COMPATIBLE WITH THE HEIGHT OF A STANDARD ICF BLOCK. 11.WHERE PARTIAL OR HALF COURSE IS INTENDED FOR STARTING COURSE ELEVATION, ENSURE STEP FOOTING INCREMENT IS EQUAL TO CUT FORM UNIT LESS 13 MM (½”). 12.WHEN SPECIFIED, ENSURE REINFORCING STEEL DOWELS ARE IN PLACE AT SPECIFIED CENTERS ALONG FOOTING LENGTHS. 13.ENSURE REINFORCEMENT STEEL DOWELS HAVE CSA STANDARD COMPLIANT PROTECTION INSTALLED UNTIL FORMWORK IS ERECTED ABOVE DOWEL LEVEL. 14.CLEAN ALL DEBRIS FROM TOP OF FOOTINGS PRIOR TO COMMENCEMENT OF INSULATING CONCRETE FORM SYSTEM INSTALLATION. 15.SEQUENCE INSTALLATION OF CONCRETE FORMWORK WITH RELATED WORK SPECIFIED IN OTHER SECTIONS. 16.INSTALLATION OF ICF TO BE IN STRICT ACCORDANCE WITH MANUFACTURER’S PRODUCT INSTALLATION MANUAL. 17.INSTALL ICF WALLS PLUMB AND SQUARE TO A TOLERANCE OF 1/4” IN 10FT. 18.SERVICE PENETRATIONS (ELECTRICAL SERVICE CONDUITS, WATER SERVICE PIPES, AIR SUPPLY AND EXHAUST DUCTS ETC.) SHALL BE INSTALLED AT THE REQUIRED LOCATIONS AS INDICATED BY THE APPROPRIATE TRADE. 19.SERVICE PENETRATIONS EXCEEDING 400 MM X 400 MM (16” X 16”) IN AREA SHALL BE REINFORCED PER ENGINEER SPECIFICATIONS. 20.PRIOR TO CONCRETE PLACEMENT, INSTALL SERVICE PENETRATION SLEEVES AT DESIGNATED LOCATIONS AS INDICATED ON THE DRAWINGS TO CREATE VOIDS FOR SERVICE PLACEMENT AT LATER DATE. 21.CLEAN UP AND PROPERLY DISPOSE OF ALL DEBRIS REMAINING ON JOB SITE RELATED TO THE INSTALLATION OF THE INSULATED CONCRETE FORMS. 22.ASSURE FINAL FINISHES ARE INSTALLED OVER ICF OR PROVIDE TEMPORARY COVERAGE OF INSTALLATION TO REDUCE EPS FOAM SURFACE EXPOSURE TO ULTRAVIOLET LIGHT SHOULD THE FINAL FINISH APPLICATION BE DELAYED LONGER THAN 18 MONTHS AFTER ICF INSTALLATION. 23.CONSULT WITH EXTERIOR FINISH CONTRACTOR CONCERNING EXPOSURE TO ULTRAVIOLET LIGHT TO ENSURE PROPER FINISH TO ICF WALLS.
MASONRY: 1.
MASONRY WORKS TO BE PERFORMED IN ACCORDANCE WITH CSA S304.1 - LATEST EDITION AND CSA A371 “MASONRY CONSTRUCTION FOR BUILDINGS”. MATERIALS: 2. STANDARD CONCRETE BLOCK UNITS TO CSA-A165 SERIES. H/15/A/M, BLOCK SIZE AS INDICATED ON THE DRAWINGS. 3. MORTAR AND GROUT: TO CAN/CSA A179. 4. GROUT TO BE MINIMUM 15 MPA AT 28 DAYS. NO COURSE AGGREGATE. 5. WATER: CLEAN AND POTABLE. 6. BONDING AGENT: LATEX TYPE. 7. MORTAR TO BE TYPE S FOR EXTERIOR WORK AND TYPE N FOR INTERIOR WORK, MIXED TO PROPERTY SPECIFICATIONS, TO CSA A179-04. 8. GROUT TO BE MIXED TO PROPORTION SPECIFICATIONS, TO CSA A179-04. PREPARATION / CONSTRUCTION: 9. PROTECT MASONRY WORK FROM ADVERSE WEATHER CONDITIONS DURING CONSTRUCTION. 10. COMPLY WITH MANUFACTURER’S WRITTEN DATA, INCLUDING PRODUCT TECHNICAL BULLETINS, PRODUCT CATALOGUE INSTALLATION INSTRUCTIONS, PRODUCT CARTON INSTALLATION INSTRUCTIONS, AND DATA SHEETS. 11. USE ONLY NEW CONCRETE BLOCKS AND MASONRY ACCESSORIES. 12. UNLESS OTHERWISE NOTED ON THE DRAWINGS, REINFORCE MASONRY WORKS AS FOLLOWS: HORIZONTAL LADDER REINFORCING EVER SECOND COURSE. REINFORCED HORIZONTAL BOND BEAMS BOTTOM AND TOP OF WALLS. REINFORCED VERTICAL CORES AT WALL ENDS AND 32" O/C. DOWELS INTO FOOTING TO MATCH VERTICAL REINFORCING SIZE AND SPACING. DOWELS GROUTED INTO INTERSECTING WALL AT 24" O/C. LINTELS AND BEAMS AS DETAILED. 13. ALL REINFORCED CORES TO BE GROUTED SOLID. WORK GROUT INTO CAVITIES AND CONSOLIDATE TO ELIMINATE VOIDS. 14. MASONRY CONTRACTOR TO BE RESPONSIBLE FOR SUPPLYING AND ERECTING ALL TEMPORARY WORKS AND SUPPORTS REQUIRED TO COMPLETE MASONRY WORK. 15. LEAVE WORK AREA CLEAN AT END OF EACH DAY. REMOVE DROPPINGS AND SPLASHINGS USING CLEAN SPONGE AND WATER.
METAL FABRICATIONS: 1. 2.
FABRICATE COMPONENTS IN THE SHOP IN LARGEST SIZE PRACTICABLE TO MINIMIZE FIELD JOINTING. FABRICATE COMPONENTS SQUARE, STRAIGHT, TRUE, FEE FROM WARPAGE AND OTHER DEFECTS. ACCURATELY CUT, MACHINE FILE AND FIT JOINTS, CORNERS, COPES AND MITRES. 3. REINFORCE FABRICATED COMPONENTS TO SAFELY WITHSTAND EXPECTED LOADS. 4. MAKE JOINTS IN BUILT-UP SECTIONS WITH HAIRLINE JOINTS IN LEAST CONSPICUOUS LOCATIONS AND MANNER. 5. MAKE ALLOWANCE FOR THERMAL EXPANSION AND CONTRACTION WHEN FABRICATING EXTERIOR WORK. 6. JOINTS SHALL BE WELDED UNLESS OTHERWISE INDICATED AND UNLESS DETAILS OF CONSTRUCTION DO NOT PERMIT WELDING. EXPOSED WELDS SHALL BE CONTINUOUS AND GRINDED SMOOTH. 7. USE SELF-TAPPING SHAKE-PROOF FLAT HEADED SCREWS ON ITEMS REQUIRING ASSEMBLY BY SCREWS OR AS INDICATED. 8. CLOSE EXPOSED OPEN ENDS OF TUBULAR MEMBERS WITH WELDED ON STEEL PLUGS. 9. WHERE WORK OF OTHER SECTIONS IS TO BE ATTACHED TO WORK OF THIS SECTION, PREPARE WORK BY DRILLING AND TAPPING HOLES, AS REQUIRED TO FACILITATE INSTALLATION OF SUCH OTHER WORK. 10. WORK OF THIS SECTION, SUPPLIED FOR INSTALLATION UNDER OTHER SECTIONS, SHALL BE PREPARED AS REQUIRED READY FOR INSTALLATION BY: DRILLING, COUNTERSINKING AND TAPPING HOLES, FORMING SHAPES AND CUTTING TO REQUIRED SIZES. 11. GRIND OFF MILL STAMPINGS AND FILL RECESSED MARKINGS ON STEEL COMPONENTS LEFT EXPOSED TO VIEW. 12. WHERE POSSIBLE, FIT AND SHOP ASSEMBLE WORK, READY FOR ERECTION. 13. THOROUGHLY CLEAN STEEL OF LOOSE SCALE, RUST, OIL, DIRT AND OTHER FOREIGN MATTER. SUITABLY PREPARE STEEL SURFACES BY POWER TOOL CLEANING TO RECEIVE SPECIFIED FINISHES. 14. GRIND SMOOTH SHARP PROJECTIONS. REMOVE OIL AND GREASE BY SOLVENT CLEANING. 15. APPLY COATINGS IN THE SHOP AND BEFORE ASSEMBLY. APPLY ONE SHOP COAT OF PRIMER TO METAL ITEMS, WITH EXCEPTION OF GALVANIZED OR CONCRETE ENCASED ITEMS. PROVIDE TWO COATS OF FINISH PAINT AS INDICATED. 16. PROVIDE THE FOLLOWING COMPONENTS AS REQUIRED AND / OR WHERE INDICATED: ALL MISCELLANEOUS STEEL TO CSA G40.20/G40.21, GRADE 300W . HOLLOW STRUCTURAL SECTIONS (HSS) TO CSA G40.20/G40.21, GRADE 345W CLASS C. STRUCTURAL PIPE TO ASTM A53 SCH40. 17. ANCHOR BOLTS; TYPE: STAINLESS STEEL EXPANSION ANCHORS UNLESS OTHERWISE NOTED. QUANTITY, SIZE AND INSTALLATION DETAILS AS SHOWN ON THE DRAWINGS.
FURNISH ALL LABOR, MATERIAL, TOOLS, EQUIPMENT AND SERVICES FOR ALL PREFORMED METAL ROOFING AS INDICATED, IN ACCORD WITH THE PROVISIONS OF THE CONTRACT DOCUMENTS. THE METAL ROOFING CONTRACTOR WILL PROVIDE ALL COMPONENTS REQUIRED FOR A COMPLETE METAL ROOFING SYSTEM TO INCLUDE PANELS, PANEL CLIPS, VENTING, TRIM/FLASHING, FASCIAS, RIDGE, CLOSURES, SEALANTS, FILLERS AND ANY OTHER REQUIRED ITEMS. 2. CONTRACTOR TO SUPPLY ROOFING AS A COMPLETE SYSTEM. MEMBERS AND CONNECTIONS NOT INDICATED ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL COMPONENTS OF THE SYSTEM SHALL BE SUPPLIED BY THE SAME MANUFACTURER. 3. THE GENERAL CONTRACTOR SHALL CO-OPERATE WITH OTHER CONTRACTORS IN CARRYING OUT THEIR RESPECTIVE WORKS. 4. THE GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR METAL ROOFING COLOUR AND FINISH SELECTED FROM MANUFACTURER’S STANDARD OFFERING. 5. PROVIDE SHOP DRAWING SUBMITTALS TO OWNER FOR REVIEW AND ACCEPTANCE. SUBMIT PRODUCT DATA: SUBMIT MANUFACTURER’S PRINTED PRODUCT LITERATURE FOR SHEET METAL ROOFING SYSTEMS MATERIALS, SPECIFICATIONS AND DATA SHEET. INCLUDE PRODUCT CHARACTERISTICS, PERFORMANCE CRITERIA, PHYSICAL SIZE, FINISH, COLOUR AND INDICATE ANY LIMITATIONS. INDICATE ALL FASTENERS AND CONNECTIONS TO STRUCTURE. 6. DELIVER, STORE AND HANDLE MATERIALS IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. EXERCISE CARE IN UNLOADING, STORING, AND INSTALLING METAL ROOFING SYSTEM TO PREVENT BENDING, WARPING, TWISTING AND SURFACE DAMAGE. 7. COMPLY WITH MANUFACTURER’S WRITTEN RECOMMENDATIONS, INCLUDING PRODUCT TECHNICAL BULLETINS, INSTALLATION INSTRUCTIONS, AND DATA SHEETS. 8. SEPARATE WASTE MATERIALS FOR REUSE AND RECYCLING. 9. FASTENERS FOR METAL ROOFING AND ACCESSORIES SHALL BE THE MANUFACTURER’S STANDARD. COMPONENTS SHALL BE COMPATIBLE WITH THE ROOF PANEL FURNISHED. FLASHING, TRIM, METAL CLOSURE STRIPS, CAPS, AND SIMILAR METAL COMPONENTS SHALL NOT BE LESS THAN THE MINIMUM THICKNESS SPECIFIED FOR THE ROOFING PANELS. 10. EXPOSED METAL COMPONENTS SHALL BE FINISHED TO MATCH THE PANELS OR TRIM, AS FURNISHED. 11. THE CONTRACTOR SHALL VERIFY INSTALLED WORK OF OTHER TRADES THAT SUCH WORK IS COMPLETE TO A POINT WHERE THE ROOFING SYSTEM INSTALLATION MAY COMMENCE. 12. VERIFY THAT THE SUBSTRUCTURE INSTALLATION IS IN ACCORDANCE WITH THE APPROVED SHOP DRAWINGS AND PROJECT SPECIFICATIONS. THIS SPECIFICALLY INCLUDES VERIFYING THAT SECONDARY STRUCTURAL MEMBERS AND/OR DECKING ARE INSTALLED TO MEET PERFORMANCE REQUIREMENTS. 13. AVOID PLACING PIPE PENETRATIONS THROUGH THE PANEL SEAMS. 14. DO NOT ALLOW PANELS OR TRIM TO COME INTO CONTACT WITH DISSIMILAR MATERIALS (I.E. COPPER, LEAD, GRAPHITE, TREATED LUMBER, MORTAR, ETC.). WATER RUN-OFF FROM THESE MATERIALS IS ALSO PROHIBITED. 15. ON COMPLETION AND VERIFICATION OF PERFORMANCE OF INSTALLATION, REMOVE SURPLUS MATERIALS, EXCESS MATERIALS, RUBBISH, TOOLS AND EQUIPMENT. 16. LEAVE WORK AREAS CLEAN, FREE FROM GREASE, FINGER MARKS AND STAINS.
METAL DOORS AND FRAMES: 1. 2.
PROVIDE COMMERCIAL GRADE, EXTERIOR, INSULATED THERMALLY BROKEN STEEL DOORS AND FRAMES WITH PAINTED FINISH. PROVIDE SHOP DRAWINGS AND INDICATE ALL ACCESSORIES INCLUDING EACH TYPE OF DOOR, MATERIAL, STEEL CORE THICKNESSES, MORTISES, REINFORCEMENTS, LOCATION OF EXPOSED FASTENERS, OPENINGS, DOOR HARDWARE, DOOR CLOSURE DEVICES, DOOR SILENCERS, GLAZING, WEATHER STRIPPING, THRESHOLDS, ARRANGEMENT OF HARDWARE AND AND FINISHES. 3. VERIFY ACTUAL OPENING SIZES AND FIELD CONDITIONS BY FIELD MEASUREMENT BEFORE FABRICATION. SHOP DRAWINGS TO REFLECT MEASUREMENTS AND CONDITIONS PROVIDED, AND PRODUCT SHALL BE MANUFACTURED ACCORDINGLY. COORDINATE FIELD MEASUREMENTS WITH FABRICATION AND CONSTRUCTION SCHEDULES TO AVOID DELAYS. 4. FIELD PAINT STEEL DOORS AND FRAMES WITH SUITABLE PRIMER AND FINISHED COAT. COLOUR AND FINISH TO OWNER’S SPECIFICATIONS. PROTECT WEATHERSTRIPS FROM PAINT. PROVIDE FINAL FINISH FREE OF SCRATCHES OR OTHER BLEMISHES. 5. DOOR SILENCERS: SINGLE STUD RUBBER/NEOPRENE TYPE. 6. EXTERIOR AND INTERIOR TOP AND BOTTOM CAPS: RIGID POLYVINYLCHLORIDE EXTRUSION CONFORMING TO CGSB 41-GP-19MA STEEL. 7. DOOR BOTTOM WEATHER SEAL. 8. METALLIC PASTE FILLER: TO MANUFACTURER’S STANDARD. 9. FIRE LABELS: METAL, RIVETED AND CLEARLY VISIBLE. 10. SEALANT: REFER TO JOINT SEALING. 11. FABRICATE FRAMES IN ACCORDANCE WITH CSDMA SPECIFICATIONS. EXTERIOR FRAMES: 1.6 MM / 16 GA. WELDED THERMALLY BROKEN TYPE CONSTRUCTION. EXTERIOR DOORS: INSULATED HOLLOW STEEL CONSTRUCTION, SIZE AS INDICATED X 45 MM / 1 3/4" THICK, 1.6 MM / 16 GA. SHEET STEEL UNLESS OTHERWISE INDICATED. CONCEAL FASTENINGS EXCEPT WHERE EXPOSED FASTENINGS ARE INDICATED. 12. PROVIDE APPROPRIATE ANCHORAGE TO FLOOR AND WALL CONSTRUCTION. LOCATE EACH WALL ANCHOR IMMEDIATELY ABOVE OR BELOW EACH HINGE REINFORCEMENT ON HINGE JAMB AND DIRECTLY OPPOSITE ON STRIKE JAMB. PROVIDE TWO (2) ANCHORS FOR REBATE OPENING HEIGHTS UP TO 1520 MM / 5’-0” AND ONE (1) ADDITIONAL ANCHOR FOR EACH ADDITIONAL 760 MM / 2’-6” OF HEIGHT OR FRACTION THEREOF. 13. COMPLY WITH MANUFACTURER’S WRITTEN RECOMMENDATIONS OR SPECIFICATIONS, INCLUDING PRODUCT TECHNICAL BULLETINS, HANDLING, STORAGE AND INSTALLATION INSTRUCTIONS, AND DATA SHEETS. 14. SET FRAMES PLUMB, SQUARE, LEVEL AND AT CORRECT ELEVATION. SECURE ANCHORAGES AND CONNECTIONS TO ADJACENT CONSTRUCTION. MAKE ALLOWANCES FOR DEFLECTION OF STRUCTURE TO ENSURE STRUCTURAL LOADS ARE NOT TRANSMITTED TO FRAMES. 15. MAINTAIN CONTINUITY OF AIR BARRIER AND VAPOUR RETARDER AIR / VAPOUR BARRIER. PROVIDE CONTINUOUS AIR / VAPOUR BARRIER SEAL BETWEEN THERMAL BREAK OF THERMALLY BROKEN FRAME AND AIR / VAPOUR BARRIER OF EXTERIOR WALL SYSTEM WITH AIR / VAPOUR BARRIER TRANSITION MEMBRANE. 16. SUPPLY AND INSTALL DOOR HARDWARE IN ACCORDANCE WITH HARDWARE TEMPLATES AND MANUFACTURER’S INSTRUCTIONS AND ADJUST OPERABLE PARTS FOR CORRECT FUNCTION. 17. TOUCH UP WITH PRIMER FINISHES DAMAGED DURING INSTALLATION. 18. FILL EXPOSED FRAME ANCHORS AND SURFACES WITH IMPERFECTIONS WITH METALLIC PASTE FILLER AND SAND TO A UNIFORM SMOOTH FINISH.
PAINTING: 1. 2.
THIS SECTIONS COVERS ALL INTERIOR AND EXTERIOR PAINTING. SUBMIT COPIES OF MANUFACTURER`S PRODUCT DATA INDICATING PERFORMANCE CRITERIA, AND PRODUCT TRANSPORTATION AND HANDLING. PROVIDE OWNER SPECIFIED COLOUR AND FINISH FROM MANUFACTURER’S STANDARD OFFERINGS. SUBMIT TWO COPIES OF WORKPLACE HAZARDOUS MATERIALS INFORMATION SYSTEM (WHMIS) MATERIAL SAFETY DATA SHEETS (MSDS). INDICATE VOCS DURING APPLICATION AND CURING. 3. CONTRACTOR: MINIMUM OF FIVE YEARS PROVEN SATISFACTORY EXPERIENCE. 4. REVIEW INSTALLATION AND SUBSTRATE CONDITIONS PRIOR TO STARTING WORK AND ENSURE SUBSTRATE IS SUITABLE TO RECEIVE FINISH PAINTING. NOTIFY OWNER REPRESENTATIVE PRIOR TO STARTING ANY PAINTING WORK AND VERIFY PROJECT REQUIREMENTS AND SCHEDULE. 7. PROVIDE PAINT MATERIALS FOR PAINT SYSTEMS FROM SINGLE MANUFACTURER. MATERIALS (PRIMERS, PAINTS, COATINGS, VARNISHES, STAINS, LACQUERS, FILLERS, THINNERS, SOLVENTS, ETC.) IN ACCORDANCE WITH MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL “APPROVED PRODUCT” LISTING. PROVIDE PAINT PRODUCTS MEETING MPI “ENVIRONMENTALLY FRIENDLY” E3 RATINGS BASED ON VOC (EPA METHOD 24) CONTENT LEVELS. 14. REVIEW MANUFACTURER’S INSTALLATION INSTRUCTIONS AND WARRANTY REQUIREMENTS. COMPLY WITH MANUFACTURER’S WRITTEN RECOMMENDATIONS OR SPECIFICATIONS, INCLUDING PRODUCT TECHNICAL BULLETINS, HANDLING, STORAGE AND INSTALLATION INSTRUCTIONS, AND DATA SHEET. 15. APPLY PAINT FINISH IN AREAS WHERE DUST IS NO LONGER BEING GENERATED BY RELATED CONSTRUCTION OPERATIONS OR WHEN WIND OR VENTILATION CONDITIONS ARE SUCH THAT AIRBORNE PARTICLES WILL NOT AFFECT QUALITY OF FINISHED SURFACE. 16. APPLY PAINT TO ADEQUATELY PREPARED SURFACES AND TO SURFACES WITHIN MOISTURE LIMITS. 17. APPLY PAINT WHEN PREVIOUS COAT OF PAINT IS DRY OR ADEQUATELY CURED. 18. APPLY PAINT FINISHES WHEN TEMPERATURE AT LOCATION OF INSTALLATION CAN BE SATISFACTORILY MAINTAINED WITHIN MANUFACTURER’S RECOMMENDATIONS. 19. PROTECT EXISTING BUILDING SURFACES AND ADJACENT STRUCTURES FROM PAINT SPATTERS, MARKINGS AND OTHER DAMAGE BY SUITABLE NON-STAINING COVERS OR MASKING. IF DAMAGED, CLEAN AND RESTORE SURFACES AS DIRECTED BY DEPARTMENTAL REPRESENTATIVE. 20. PROTECT ITEMS THAT ARE PERMANENTLY ATTACHED SUCH AS FIRE LABELS ON DOORS AND FRAMES. 21. REMOVE PAINT WHERE SPILLED, SPLASHED, SPLATTERED OR SPRAYED AS WORK PROGRESSES USING MEANS AND MATERIALS THAT ARE NOT DETRIMENTAL TO AFFECTED SURFACES. 15. PAINT, FINISHES AND RELATED MATERIALS (THINNERS, AND SOLVENTS) ARE REGARDED AS HAZARDOUS PRODUCTS AND ARE SUBJECT TO REGULATIONS FOR USE AND DISPOSAL. UNUSED PAINT COATING MATERIALS MUST BE DISPOSED OF AT OFFICIAL HAZARDOUS MATERIAL COLLECTIONS SITE AS APPROVED BY DEPARTMENTAL REPRESENTATIVE. MATERIAL WHICH CANNOT BE REUSED MUST BE TREATED AS HAZARDOUS WASTE AND DISPOSED OF IN AN APPROPRIATE MANNER.
ELECTRONIC SAFETY AND SECURITY: 1.
SHEET METAL FLASHING AND TRIM:
PROVIDE SHOP DRAWING SUBMITTALS TO OWNER REPRESENTATIVE FOR REVIEW AND ACCEPTANCE. SUBMIT MANUFACTURER’S PRINTED PRODUCT LITERATURE FOR SHEET METAL FLASHING SYSTEMS MATERIALS, SPECIFICATIONS AND DATA SHEET AND INCLUDE PRODUCT CHARACTERISTICS, PERFORMANCE CRITERIA, PHYSICAL SIZE, FINISH AND LIMITATIONS. PROVIDE OWNER SPECIFIED COLOUR AND FINISH FROM MANUFACTURER’S STANDARD OFFERINGS. 2. CONTRACTOR TO REVIEW INSTALLATION AND SUBSTRATE CONDITIONS. COORDINATION WITH OTHER BUILDING SUBTRADES. 3. REVIEW MANUFACTURER’S INSTALLATION INSTRUCTIONS AND WARRANTY REQUIREMENTS. 4. DELIVER, STORE AND HANDLE MATERIALS IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. 5. WASTE MANAGEMENT AND DISPOSAL: SEPARATE WASTE MATERIALS FOR REUSE AND RECYCLING. 6. FORM PIECES IN 2440 MM / 8’-0” MINIMUM LENGTHS. MAKE ALLOWANCE FOR EXPANSION AT JOINTS. 7. FORM SILLS IN FULL WINDOW WIDTH PIECES, IN PROFILES AS INDICATED, C/W END CAPS AND END DAMNS. ROUND OFF ALL SHARP EDGES WITHIN 2000 MM OFF GROUND LEVEL. 8. HEM EXPOSED EDGES ON UNDERSIDE 12 MM / 1/2". MITRE AND SEAL CORNERS WITH SEALANT. 9. FORM SECTIONS SQUARE, TRUE AND ACCURATE TO SIZE, FREE FROM DISTORTION AND OTHER DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE. 10. APPLY ISOLATION COATING TO METAL SURFACES TO BE EMBEDDED IN CONCRETE OR MORTAR. 11. RETURN OPEN ENDS OF METAL FLASHINGS TO COVER VOIDS. ENSURE ALL SHARP EDGES ARE ROUNDED AND MADE SAFE. 12. COMPLIANCE: COMPLY WITH MANUFACTURER’S WRITTEN RECOMMENDATIONS, INCLUDING PRODUCT TECHNICAL BULLETINS, HANDLING, STORAGE AND INSTALLATION INSTRUCTIONS, AND DATASHEETS. 13. USE CONCEALED FASTENINGS EXCEPT WHERE APPROVED BEFORE INSTALLATION. 14. DO NOT SEAL WHERE WATER IS INTENDED TO DRAIN FROM THE BUILDING SYSTEM/COMPONENTS. 15. ON COMPLETION AND VERIFICATION OF PERFORMANCE OF INSTALLATION, REMOVE SURPLUS MATERIALS, EXCESS MATERIALS, RUBBISH, TOOLS AND EQUIPMENT. 16. LEAVE WORK AREAS CLEAN, FREE FROM GREASE, FINGER MARKS AND STAINS.
PROVIDE INTERNET PROTOCOL (IP), CCTV SURVEILLANCE CAMERA SYSTEM WITH THE FOLLOWING FEATURES; DUAL CODEC/DUAL RESOLUTION STREAM OUTPUT WITH AUTOMATIC COLOR TO BLACK AND WHITE SWITCHING, WIDE ANGLE, HIGH RESOLUTION, WIDE DYNAMIC RANGE BY IMAGE ADAPTATION TECHNOLOGY, SMART MOTION DETECTION, LOW-LIGHT VISION, REMOTE ACCESS. ENSURE INSTALLATION IS FULLY COORDINATED WITH WORK UNDER OTHER DIVISIONS. ENSURE PRE-INSTALLATION OF CABLING, MOUNTING HARDWARE AND EQUIPMENT INSTALLATION IS FULLY COORDINATED. SUBMIT DETAILS OF SECURITY CAMERA SYSTEM FOR OWNER’S REVIEW AND ACCEPTANCE INCLUDING, SYSTEM DESCRIPTION, PRODUCT AND TECHNICAL DATA, MANUFACTURERS INSTALLATION AND OPERATION MANUALS, MANUFACTURER MAINTENANCE DATA, SPARE PARTS LIST AND RECOMMENDED HARDWARE. INCLUDE EQUIPMENT PLACEMENT LOCATIONS INSIDE AND OUTSIDE THE BUILDING. SECURITY CAMERA SYSTEM SHALL BE MANUFACTURED FOR THE INTENDED PURPOSE IN A COMMERCIAL / INDUSTRIAL, 24 HOUR/DAY, 7 DAYS PER WEEK, AND 365 DAYS PER YEAR EXTERIOR OPERATING ENVIRONMENT. PROVIDE ORIGINAL EQUIPMENT MANUFACTURERS WARRANTY DOCUMENTATION FOR ACCEPTANCE BY THE OWNER. WARRANTY PERIOD: MINIMUM 12 MONTHS COMMENCING WITH THE DATE OF SUBSTANTIAL COMPLETION. INSTALLER SHALL HAVE DEMONSTRATED SUCCESSFUL EXPERIENCE DESIGNING, INSTALLING, COMMISSIONING, TRAINING AND SERVICING CLOSED CIRCUIT TELEVISION SYSTEM. INSTALL THE SYSTEM IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS RECOMMENDED PROCEDURES. ENSURE SYSTEM AND NETWORK CONFIGURATION IS FULLY COORDINATED WITH THE OWNER’S INFORMATION TECHNOLOGY DEPARTMENT. CONTRACTOR TO TEST THE SYSTEM AND ENSURE SYSTEM OPERATES TO MANUFACTURERS SPECIFICATIONS. PROVIDE TRAINING FOR SYSTEM ADMINISTRATORS AND OPERATORS DESIGNATED BY THE OWNER. PROVIDE OWNER WITH A COPY OF THE MANUFACTURER’S HARDWARE INSTALLATION AND SOFTWARE USER GUIDES.
RADIANT FLOOR HEATING SYSTEMS: 1.
THIS SECTION INCLUDES A COMPLETE ELECTRIC RADIANT FLOOR HEATING SYSTEMS, INCLUDING CABLING, IN-FLOOR SENSORS, GFCI, THERMOSTAT CONTROLS AND CONNECTION TO POWER SUPPLY. 2. COMPLETE WORK IN ACCORDANCE WITH THE CANADIAN STANDARDS ASSOCIATION (CSA), ELECTRICAL SAFETY AUTHORITY (ESA) AND THE CANADIAN ELECTRICAL CODE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND COORDINATING FINAL INSPECTIONS. PROVIDE FINAL ESA ACCEPTANCE LETTER TO OWNER AT PROJECT COMPLETION. 3. SUBMIT SHOP DRAWINGS FOR REVIEW INCLUDING PLANS WITH HEATING PANEL, CABLE LAYOUT, PANEL SIZES, THERMOSTAT LOCATIONS AND POWER SUPPLY LOCATIONS. 4. SUBMIT SHOP DRAWINGS FOR REVIEW INCLUDING MANUFACTURER’S DESCRIPTIVE DATA FOR HEATING PANEL, CABLE, THERMOSTAT, AND ACCESSORIES. 5. INSTALLER QUALIFICATIONS: MINIMUM 2 YEARS’ DOCUMENTED EXPERIENCE IN WORK OF THIS SECTION. 6. PROVIDE ELECTRICAL PRODUCTS TESTED BY UNDERWRITERS LABORATORIES, INC. WITH APPLICABLE UL LISTING MARKINGS AND CERTIFIED BY CSA. 7. FURNISH MANUFACTURER’S 10-YEAR WARRANTY PROVIDING COVERAGE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. 8. FACTORY FABRICATED ELECTRICAL HEATING CABLES. UTILIZE ALLOY RESISTANCE WIRE ELEMENT, ELECTRICALLY INSULATED, RATED TO 250 DEGREES C. FACTORY-MADE WATERPROOF SPLICE CONNECTIONS FOR EACH NON-HEATING LEAD TO RESISTANCE WIRE. COMPLETE HEATING ELEMENT COVERED WITH STAINLESS STEEL BRAID OVER ENTIRE LENGTH. PRODUCE TWO WATTS PER LINEAR FOOT WHEN ENERGIZED ON DESIGN VOLTAGE. 9. INSTALL HEATING CABLES AND ACCESSORIES TO MANUFACTURER’S SPECIFICATIONS. PLACE CABLES AT RECOMMENDED DISTANCES AND APPLY SLIGHT TENSION TO ENSURE CABLES ARE STRAIGHT AND PARALLEL. 10. SECURE HEATING CABLES TO SLAB REINFORCING WITH ADHESIVE OR TIES TO PREVENT SHIFTING DURING CONCRETE PLACEMENT.
ALL MATERIAL SHALL BE NEW AND BE CSA APPROVED OR ULC LISTED. THE CONTRACTOR SHALL ENSURE ALL MATERIALS AND EQUIPMENT ARE INSTALLED COMPLIANCE WITH THE CURRENT ONTARIO ELECTRICAL SAFETY CODE, ONTARIO BUILDING CODE AND FIRE CODE. INSTALL ALL ELECTRICAL WORKS IN ACCORDANCE WITH CSA C22.1, 3. CONTRACT DRAWING ARE DIAGRAMMATIC ONLY AND SHOW THE GENERAL ARRANGEMENT ONLY. PROVIDE ALL MATERIAL AND EQUIPMENT AND PERFORM ALL LABOUR REQUIRED TO INSTALL A COMPLETE AND OPERABLE SYSTEM AS INDICATED ON THE DRAWINGS AND AS REQUIRED TO MEET CODE. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR ALL DESIGNS AND INSTALLED EQUIPMENT FOR REVIEW AND ACCEPTANCE BY THE OWNER. 5. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF ALL ELECTRICAL WORK WITH THE REQUIREMENTS OF THE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL WORKS. COORDINATE THE LAYOUT AND INSTALLATION TO AVOID ALL CONFLICTS. THE LOCATIONS, DIMENSIONS, SIZES, ETC. OF ELECTRICAL EQUIPMENT AND DEVICES SHOWN ARE DIAGRAMMATIC ONLY AND SHALL BE VERIFIED ONSITE AND WITH OTHER TRADES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL PERMITTING, INSTALLATIONS AND INSPECTIONS INCLUDING ALL ASSOCIATED FEES. PROVIDE ESA FINAL LETTER OF ACCEPTANCE FOLLOWING SUBSTANTIAL COMPLETION. 7. PERFORM ALL WORK TO THE LATEST EDITION OF CSA C22.1-18, CANADIAN ELECTRICAL CODE, PART 1, SAFETY STANDARD FOR ELECTRICAL INSTALLATIONS. CSA C22.2 NO. 0-10, GENERAL REQUIREMENTS - CANADIAN ELECTRICAL CODE, PART II LATEST VERSION. CAN3-C235-83, PREFERRED VOLTAGE LEVELS FOR AC SYSTEMS, 0 TO 50,000 V. 8. SUBMIT MANUFACTURER’S INSTRUCTIONS, PRINTED PRODUCT LITERATURE AND DATA SHEETS FOR ALL EQUIPMENT AS INDICATED AND INCLUDE PRODUCT CHARACTERISTICS, PERFORMANCE CRITERIA, PHYSICAL SIZE, FINISH AND LIMITATIONS. 9. SUBMIT WIRING DIAGRAMS AND INSTALLATION DETAILS OF EQUIPMENT INDICATING PROPOSED LOCATION, LAYOUT AND ARRANGEMENT, CONTROL PANELS, ACCESSORIES, PIPING, DUCTWORK, AND OTHER ITEMS THAT MUST BE SHOWN TO ENSURE CO-ORDINATED INSTALLATION. INCLUDE ELECTRICAL DISTRIBUTION SYSTEM IN MAIN MECHANICAL ROOM. 10. PROVIDE CSA CERTIFIED EQUIPMENT AND MATERIAL. WHERE CSA CERTIFIED EQUIPMENT AND MATERIAL IS NOT AVAILABLE, SUBMIT SUCH EQUIPMENT AND MATERIAL TO THE OWNER FOR SPECIAL APPROVAL BEFORE DELIVERY TO SITE. 11. SUBMIT OPERATION AND MAINTENANCE DATA. PROVIDE OPERATING INSTRUCTIONS INCLUDING WIRING DIAGRAMS, CONTROL DIAGRAMS, AND CONTROL SEQUENCE FOR EACH PRINCIPAL SYSTEM AND ITEM OF EQUIPMENT. INCLUDE START UP, PROPER ADJUSTMENT, OPERATING, LUBRICATION, AND SHUTDOWN PROCEDURES, SAFETY PRECAUTIONS, PROCEDURES TO BE FOLLOWED IN EVENT OF EQUIPMENT FAILURE, OTHER ITEMS OF INSTRUCTION AS RECOMMENDED BY MANUFACTURER OF EACH SYSTEM OR ITEM OF EQUIPMENT. 12. STORE MATERIALS AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS IN CLEAN, DRY, WELL-VENTILATED AREA. STORE AND PROTECT THE DELIVERED MATERIALS FROM NICKS, SCRATCHES, AND BLEMISHES. REPLACE DEFECTIVE OR DAMAGED MATERIALS WITH NEW. 13. ELECTRICAL SYSTEMS AND EQUIPMENT OPERATING VOLTAGES: TO CAN3-C235. 14. MOTORS, ELECTRIC HEATING, CONTROL AND DISTRIBUTION DEVICES AND EQUIPMENT TO OPERATE SATISFACTORILY AT 60 HZ WITHIN NORMAL OPERATING LIMITS ESTABLISHED BY ABOVE STANDARD. 15. ENSURE LUGS, TERMINALS, SCREWS USED FOR TERMINATION OF WIRING ARE SUITABLE FOR EITHER COPPER OR ALUMINUM CONDUCTORS. 16. IDENTIFY WIRING WITH PERMANENT INDELIBLE IDENTIFYING MARKINGS, ON BOTH ENDS OF PHASE CONDUCTORS OF FEEDERS AND BRANCH CIRCUIT WIRING. MAINTAIN PHASE SEQUENCE AND COLOUR CODING THROUGHOUT. COLOUR CODING: TO CSA C22.1. 17. VERIFY THAT CONDITIONS OF SUBSTRATE PREVIOUSLY INSTALLED UNDER OTHER SECTIONS OR CONTRACTS ARE ACCEPTABLE FOR NEW INSTALLATION IN ACCORDANCE WITH MANUFACTURER’S WRITTEN INSTRUCTIONS. INFORM OWNER’S REPRESENTATIVE AND CONSULTANT OF UNACCEPTABLE CONDITIONS IMMEDIATELY UPON DISCOVERY. PROCEED WITH INSTALLATION ONLY AFTER UNACCEPTABLE CONDITIONS HAVE BEEN REMEDIED AND AFTER RECEIPT OF WRITTEN APPROVAL TO PROCEED FROM OWNER’S REPRESENTATIVE AND CONSULTANT. 18. INSTALL CONDUIT AND SLEEVES PRIOR TO POURING OF CONCRETE, SIZED FOR FREE PASSAGE OF CONDUIT, AND PROTRUDING 50mm ABOVE FINISHED FLOOR. 19. DO NOT INSTALL OUTLETS BACK-TO-BACK IN WALL; ALLOW MINIMUM 150mm HORIZONTAL CLEARANCE BETWEEN BOXES. 20. LOCATE LIGHT SWITCHES ON LATCH SIDE OF DOORS. 21. INSTALL ELECTRICAL EQUIPMENT AT FOLLOWING HEIGHTS TO THE CENTRE OF THE DEVICES UNLESS INDICATED OTHERWISE. -LOCAL SWITCHES: 1100mm. -WALL RECEPTACLES: -GENERAL: 450mm. -ABOVE TOP OF COUNTERS OR COUNTER SPLASH BACKS: 175mm. -IN MECHANICAL ROOMS: 1100mm. -PANELBOARDS: AS REQUIRED BY CODE. 22. ENSURE CIRCUIT PROTECTIVE DEVICES SUCH AS OVERCURRENT TRIPS, RELAYS AND FUSES ARE INSTALLED TO REQUIRED VALUES AND SETTINGS, AND PROTECTIVE DEVICES ARE COORDINATED. 23. PROVIDE TESTING FOR: -POWER DISTRIBUTION SYSTEM INCLUDING PHASING, VOLTAGE, GROUNDING AND LOAD BALANCING. -CIRCUITS ORIGINATING FROM BRANCH DISTRIBUTION PANELS. -LIGHTING AND ITS CONTROL. -MOTORS, HEATERS AND ASSOCIATED CONTROL EQUIPMENT INCLUDING SEQUENCED OPERATION OF SYSTEMS WHERE APPLICABLE. -ALARMS AND COMMUNICATIONS SYSTEMS. -RESISTANCE TO GROUND BEFORE ENERGIZING SYSTEMS AND EQUIPMENT. PROVIDE OTHER TESTING AS INSTRUCTED BY THE MANUFACTURER. 24. UPON SUBSTANTIAL COMPLETION, INSTRUCT OWNER’S REPRESENTATIVE AND OPERATING PERSONNEL IN OPERATION, CARE AND MAINTENANCE OF SYSTEMS, SYSTEM EQUIPMENT AND COMPONENTS. WHERE REQUIRED, CONTRACTOR TO ARRANGE AND PAY FOR SERVICES OF MANUFACTURER’S FACTORY SERVICE ENGINEER TO SUPERVISE START-UP OF INSTALLATION, CHECK, ADJUST, BALANCE AND CALIBRATE COMPONENTS AND INSTRUCT OPERATING PERSONNEL. 25. LEAVE WORK AREA CLEAN AT END OF EACH DAY. UPON PROJECT COMPLETION REMOVE SURPLUS MATERIALS, RUBBISH, TOOLS AND EQUIPMENT TO THE SATISFACTION OF THE OWNER.
SEPARATE WASTE MATERIALS FOR REUSE AND RECYCLING.
MECHANICAL: 1. 2.
ALL MATERIAL SHALL BE NEW AND BE CSA APPROVED OR ULC LISTED. THE CONTRACTOR SHALL ENSURE ALL MATERIALS AND EQUIPMENT ARE INSTALLED COMPLIANCE WITH THE CURRENT ONTARIO BUILDING CODE AND FIRE CODE. INSTALL ALL PIPING AND PLUMBING WORKS IN ACCORDANCE WITH OBC PART 7. 3. CONTRACT DRAWING ARE DIAGRAMMATIC ONLY AND SHOW THE GENERAL ARRANGEMENT ONLY. PROVIDE ALL MATERIAL AND EQUIPMENT AND PERFORM ALL LABOUR REQUIRED TO INSTALL A COMPLETE AND OPERABLE SYSTEM AS INDICATED ON THE DRAWINGS AND AS REQUIRED TO MEET CODE. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES AND INSPECTIONS. 5. THE CONTRACTOR SHALL SUBMIT TO THE OWNER FOR REVIEW, ALL PLUMBING AND HVAC DESIGNS, STAMPED BY AN ENGINEER IN THE PROVINCE OF ONTARIO, AS REQUIRED TO OBTAIN THE NECESSARY BUILDING PERMITS. 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR ALL DESIGNS AND INSTALLED EQUIPMENT FOR REVIEW AND ACCEPTANCE BY THE OWNER. 7. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF ALL MECHANICAL WORK WITH THE REQUIREMENTS OF THE ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORKS. COORDINATE THE LAYOUT AND INSTALLATION TO AVOID ALL CONFLICTS. THE LOCATIONS, DIMENSIONS, SIZES, ETC. OF MECHANICAL WORKS SHOWN ARE DIAGRAMMATIC ONLY AND SHALL BE VERIFIED ONSITE AND WITH OTHER TRADES. 8. LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH THE TRADES INVOLVED. THE CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL REVIEW OF OPENINGS AS WELL AS FINISHING OPENINGS TO THE SATISFACTION OF THE OWNER AND ENGINEER. 9. THE CONTRACTOR IS RESPONSIBLE FOR SEALING ALL PENETRATIONS THROUGH ALL ASSEMBLIES. PROVIDE FIRE STOP RATED EQUAL TO THE ADJACENT ASSEMBLY. ALL FIRE STOP MATERIALS AND INSTALLATION SHALL CONFORM TO UL 1479 AND ASTM E-814-10. 10. THE CONTRACTOR SHALL PROVIDE ONE SET OF AS-BUILT DRAWINGS UPON COMPLETION OF THE WORK. AS-BUILTS TO BE CLEAN AND ALL CHANGES TO BE CLEARLY LEGIBLE IN RED INK. 11. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY OR ALL DEFECTS IN WORKMANSHIP WHICH MAY ARISE FOR A PERIOD OF TWELVE (12) MONTHS FROM SUBSTANTIAL COMPLETION. 12. THE CONTRACTOR SHALL SUPERVISE THE INITIAL STARTUP OF ALL EQUIPMENT AND MECHANICAL COMPONENTS AND SHALL ASSIST THE OWNERS REPRESENTATIVE IN THE PROPER OPERATION AND MAINTENANCE OF THE EQUIPMENT. 13. DOMESTIC HOT AND RECIRCULATION WATER TO BE INSTALLED WITH MIN. 1" RIGID MOLDED MINERAL FIBRE TO CAN/ULC-S702 & ASTM C547, WITHOUT FACTORY APPLIED VAPOUR RETARDED JACKET, COMPLETE WITH PVC MOLDED TYPE ALL SERVICE JACKET TO CAN/CGSB 51.53. USE SOLVENT WELD ADHESIVE TO SEAL LAPS AND JOINTS. 16. DOMESTIC COLD WATER TO BE INSTALLED WITH MIN. 1" RIGID MOLDED MINERAL FIBRE TO CAN/ULC-S702 & ASTM C547, WITH FACTORY APPLIED VAPOUR RETARDED JACKET TO CGSB 51-GP-52MA, COMPLETE WITH PVC MOLDED TYPE ALL SERVICE JACKET TO CAN/CGSB 51.53. USE SOLVENT WELD ADHESIVE TO SEAL LAPS AND JOINTS. 17. DOMESTIC WATER PIPING, FITTINGS & VALVES, ETC, THROUGHOUT ENTIRE SYSTEM SHALL CONFORM TO CSA B125.1 LEAD-FREE REQUIREMENTS. 18. ABOVE GROUND DOMESTIC WATER PIPING SHALL BE COPPER TUBING, HARD DRAWN, TYPE L TO ASTM B88M. CAST COPPER SOLDER TYPE FITTINGS TO ANSI/ASME B16.18, 95/5 TIN COPPER ALLOY SOLDER. NPS2 AND LARGER GROOVED FITTINGS TO CSA B242, GROOVED COUPLINGS DESIGNED WITH ANGLE BOLT PADS & EDPM FLUSH SEAL GASKET. 19. BELOW GRADE DOMESTIC WATER PIPING SHALL BE COPPER TUBE, SOFT ANNEALED, TYPE K TO ASTM B88M, IN LONG LENGTHS WITH NO BURIED JOINTS. 20. DWV PIPING TO BE PVC TO CSA-B181.1 CSA-B181.2, SOLVENT WELD OF PVC TO ASTM D2564 & ABS TO ASTM D2235. 21. PIPE IDENTIFICATION SHALL BE MARKED AS FOLLOWS: -DOMESTIC COLD WATER SUPPLY GREEN DOM.CW -DOMESTIC HOT WATER SUPPLY GREEN DOM.HW BLACK DIRECTIONAL ARROWS SHALL BE APPLIED TO EACH PIPING SYSTEM WITH IDENTIFICATION LABELS. 22. ALL PIPES SHALL BE INSTALLED PLUMB, GROUPED TOGETHER WHERE PRACTICAL, INSTALLED TO A COMMON ELEVATION TIGHT TO THE UNDERSIDE OF STRUCTURE WITH ROOM FOR INSULATION. 23. UNLESS OTHERWISE NOTED, ALL DOMESTIC HOT AND COLD WATER PIPING SHALL BE MIN. 1/2" SIZE. 24. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING. 25. PIPING SHALL BE SLOPED BACK TO LOW POINT IN ORDER TO PROVIDE PROPER DRAINAGE. LOCATE HOSE BIB AT THE BOTTOM OF ALL RISERS. 26. INSTALL VALVES WITH UNION AT EACH FIXTURE. LOCATE VALVE AND UNIONS ON FIXTURES SUCH THAT THE VALVE REMAINS IN PLACE WHEN THE FIXTURE IS REMOVED. VALVE STEMS SHALL BE INSTALLED IN THE UPRIGHT POSITION. 27. WHERE ANY VALVE IS CONCEALED, AN ACCESS DOOR SHALL BE PROVIDED, MIN. 12"x12" SIZE. LOCATION AND SIZES OF ALL OPENINGS SHALL BE COORDINATED WITH ALL TRADES. 28. CONTRACTOR SHALL ADJUST HOT WATER SUPPLY TEMPERATURE FROM MIXING VALVE TO 120F C/W TEMPERATURE GAUGE AFTER MIXING VALVE. 29. CONTRACTOR SHALL PRESSURE TEST ALL ABOVE AND UNDERGROUND SYSTEMS TO ENSURE NO LEAKS ARE PRESENT. 30. FLUSH OUT, DISINFECT AND RINSE SYSTEM AT SUBSTANTIAL COMPLETION AND TO THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 31. CONTRACTOR SHALL SUBMIT COPY OF BACKFLOW PREVENTION CROSS CONNECTION ASSESSMENT AND TEST REPORTS, BY A CERTIFIED TESTER, TO THE OWNER FOR ACCEPTANCE. 32. ADJUST GRAVITY PIPING, SANITARY AND SEWER INVERTS TO KEEP TOPS OF PIPE IN-LINE WHERE PIPE SIZE CHANGES. 33. ALL SANITARY DRAINAGE AND VENTING PIPING SHALL BE SLOPED MIN. 1/8" PER FOOT. 34. ALL FLOOR DRAINS TO HAVE AUTOMATIC TRAP PRIMERS. 35. PROVIDE FULL SIZE CLEANOUTS IN SANITARY SYSTEMS AT END OF RUNS, AT CHANGES IN DIRECTION, NEAR BASE OF STACKS, EVERY 50’ IN HORIZONTAL RUNS AND ELSEWHERE AS INDICATED. 36. ALL HIGH EFFICIENCY APPLIANCE’S COMBUSTION AIR & VENT PIPING SHALL SLOPE BACK TO THE APPLIANCE ACCORDING TO THE MANUFACTURES’ RECOMMENDATIONS.
SANITARY PUMPING CHAMBER AND FORCEMAIN: 1. 2. 3.
CONTRACTOR TO PROVIDE A COMPLETE SEPTIC PUMPING SYSTEM AND CONNECT TO THE EXISTING SEPTIC TANK AND TILE BED INCLUDING DUPLEX PUMPS, DISCHARGE PIPING ASSEMBLY AND FORCEMAIN, LIQUID LEVEL SENSOR, FLOATS OR LEVEL TRANSDUCER, CONTROL PANEL, HIGH WATER ALARM. PROVIDE HEAT TRACING AND INSULATION PROTECTION WHERE REQUIRED. SUBMIT SHOP DRAWINGS FOR REVIEW INCLUDING PLANS WITH PUMP CHAMBER LAYOUT, PIPING, CONDUIT AND POWER SUPPLY AND CONTROLS. SUBMIT SHOP DRAWINGS FOR REVIEW INCLUDING MANUFACTURER’S DESCRIPTIVE DATA FOR PUMPS, PUMP CHAMBER, PIPING AND CONTROLS.
AUSTIN ENGINEERING INC. 623 FORTUNE CRES, #100, KINGSTON, ON K7P 0L5 (613) 561-5634 www.AustinEng.ca
Project:
K&P TRAIL HEAD PUBLIC WASHROOM MATHEW STREET, SHARBOT LAKE, ON
Drawing Title:
GENERAL NOTES
Stamp:
2
ISSUED FOR TENDER
JKA
2025/05/28
1
ISSUED FOR 100% REVIEW
JKA
2025/05/02
0
ISSUED FOR REVIEW
JKA
2025/04/04
No.
DESCRIPTION
BY
DATE
Plot Scale: Scale:
AS SHOWN Drawn by:
Project No:
25011 Approved By:
Drawing Number:
A6
RP
PROJECT LOCATION MATHEW ST. SHARBOT LAKE, ON
KEY PLAN
SITE PLAN NOTES: NOTE 1: EX. TOURIST INFORMATION HUT TO BE REMOVED BY THE TOWNSHIP. NOTE 2: EX. HYDRO GUY WIRE ANCHORS. MAINTAIN MIN. 1.5m SEPARATION FROM PROPOSED FOUNDATION.
NOTE 2 NOTE 1
NOTE 3: PROPOSED NEW WASHROOM BUILDING. REFER TO ARCHITECTURAL PLANS. NOTE 4: PROPOSED NEW EXTERIOR CONCRETE SIDEWALK STAIRS AND BARRIER FREE RAMP. REFER TO GRADING PLAN.
NOTE 12
NOTE 5: PROPOSED NEW DRILLED WELL PROVIDED BY THE TOWNSHIP. CONTRACTOR TO INCLUDE FOR SUPPLY OF 220V, 1HP SUBMERSIBLE WELL PUMP INCLUDING INSULATED AND HEAT TRACED SERVICE LINES INTO MECHANICAL ROOM AND CONNECTIONS TO MECHANICAL EQUIPMENT.
NOTE 3
NOTE 7
NOTE 4
NOTE 6: PROPOSED 250gal SANITARY PUMPING CHAMBER WITH DUPLEX 1 1/4hp SANITARY TRASH PUMPS INCLUDING HIGH WATER ALARM W/ MONITORING.
NOTE 6
NOTE 7: PROPOSED NEW 1 1/2" 75lb BLACK POLY SANITARY FORCEMAIN, INSULATED, AND HEAT TRACED, ASSUME 3w/ft.
NEW GRANULAR PATHWAY. ASSUME 200mm GRAN ‘B’ AND 100mm GRAN ‘A’ COMPACTED.
NOTE 10: EX. SEPTIC TANK TO REMAIN. CONNECT NEW SANITARY FORCEMAIN.
NOTE 8
72
1.2
4
NOTE 11: EX. SEPTIC TILE BED TO REMAIN.
NEW ARMOUR STONE GARDEN WALL. REFER TO DETAILS ON DRAWING A5.
0.90
NOTE 9: EX. WASHROOM BUILDING TO BE DECOMMISSIONED AND DEMOLISHED BY OTHERS FOLLOWING COMPLETION OF NEW WASHROOM BUILDING.
STEP DOWN WALL ENDS TO SUIT GRADE.
1220x610 TACTILE ATTENTION INDICATOR AS PER OPSD 310.039 1.00
NOTE 8: ALTERNATE SANITARY FORCEMAIN ROUTING.
LOCALIZED SITE GRADING
1.83
RY TA NI K SA AC m TB 15 SE
NOTE 5
LEGEND:
NOTE 12: PROVIDE UNDERGROUND ELECTRICAL CONDUIT SIZED FOR TWO (2) FUTURE CAR CHARGING STATIONS. CAP CONDUIT AND PROVIDE AS-BUILT LOCATION.
1.23
ISSUED FOR TENDER
MAY 28, 2025
1
ISSUED FOR 100% REVIEW
MAY 02, 2025
0
ISSUED FOR REVIEW
APR 04, 2025
No.
ISSUE / REVISION
DATE
This drawing is copyright protected and may not be reproduced or used for purposes other than execution of the described work without the express written consent of Austin Engineering Inc. VERIFY SHEET SIZE AND SCALES. BAR TO THE RIGHT IS 25mm IF THIS IS A FULL SIZE DRAWING.
F.F. ELEV 99.83
0
25mm
SCALE: AS NOTED
1.83 1.00
1.22
BARRIER FREE RAMP SLOPE 1:12
NOTE 7
PROPOSED WASHROOM BUILDING. REFER TO ARCHITECTURAL DRAWINGS.
2
PROVIDE RIVER STONE DRAINAGE CHANNEL BETWEEN GARDEN WALL AND BUILDING. REFER TO DETAILS ON DRAWING A5.
CLIENT:
SHARBOT LAKE CONSULTANT:
NOTE 9
EXTEND GRANULAR PARKING AREA TO EDGE OF NEW STAIRS. ASSUME 200mm GRAN ‘B’ AND 100mm GRAN ‘A’ COMPACTED.
NOTE 10
NEW SANITARY PUMP CHAMBER CONSULTANT:
PROVIDE ACCESSIBLE PARKING SIGN ON 48mmØ GALV POST AND 300mmØ CONCRETE FOOTING.
613-561-5634 - Info@AustinEng.ca PROFESSIONAL STAMP
NOTE 11
PROJECT:
K&P TRAIL AND SHARBOT LAKE PUBLIC WASHROOM
SITE PLAN SCALE: 1:250
GRADING PLAN
MATHEW STREET, SHARBOT LAKE, ON
SCALE: 1:100 DRAWING:
SITE PLAN AND GRADING PLAN
DRAWN:
JKA MS
CHECKED: AE #:
25011
DRAWING #:
SP1
PLOT DATE:
File Location:
DESIGN:
