SET
2075 5TH LINE RR#1,LEFROY, ONTARIO,
L0L 1W0
PROJECT #: 12265TINNISFIL CENTRAL PS RTU AND ROOFREPLACEMENT
ARCHITECTURAL SHEET...A0 COVERA1 SITE PLAN, ROOM FINISH
SCHEDULE, AND GENERAL NOTESA2 ROOF PLANA3 ROOFING DETAILSA4 MECHANICAL COORDINATIONA5 ROOF ACCESS DESIGNS AND ROOF
SLOPE PLAN
STRUCTURAL SHEET LISTS-1 ROOF FRAMING PLANS-2 GENERAL NOTESS-3 REINFORCING ELEVATIONS &
DETAILS
MECHANICAL SHEET LISTM-00 MECHANICAL & ELECTRICAL
LEGEND AND SCHEDULESM-01 ROOF PLAN HVAC & ELECTRICALM-02 ROOF DEMOLITION PLAN HVAC &
ELECTRICALM-03 MECHANICAL DETAILS AND
PARTIAL ELECTRICAL PLANM-04 CONTROLS
REVISIONS# DESCRIPTION DATE
1 ISSUED FOR TENDER / PERMIT JAN 23/20
UP UP
UP UP
UP
UP
1A2
2A1
EXISTING DECIDUOUS TREE TO BE COMPLETELY REMOVED. GRIND
STUMP DOWN TO 200 mm BELOW GRADE. PROVIDE TOPSOIL AND
SOD TO MATCH EXISTING.
LOCATE CONSTRUCTION COMPOUND ON PAVED SURFACE. EXAMPLE HOARDED AREA SHOWN.
LINE 5
ROAD ACCESS TO PROPERTY
EXISTING SCHOOL BUILDING
SHADED AREA INDICATES ASPHALT SURFACE FOR VEHICLE ACCESS. REINSTATE SURFACES DAMAGED BY CONSTRUCTION ACTIVITIES.
PORTABLE
REINSTATE ALL SURFACES DAMAGED BY CONSTRUCTION ACTIVITIES.
21
1 4
5 14 18 22 23 24
A
C
E
HI
K
LM
N
O
P
Q
2 3 6 7 8 9 13 15 17 19
G
1110 12 16
F
D
B
20
J
9A5
6A4
2A4
3A4
1A4
RENOVATION KEYPLAN LEGEND:
MECHANICAL COORDINATION
NOT IN CONTRACT AREA
ROOF ACCESS
TREE REMOVAL
100A
102
103
104
105
106110
111
112
113
114
115
116
117
118
119
120
121
122
123
104A
108A
C102
C103
C104
C105
C106
C107
C108
122A
120A
120B
120C
120D
125
125A
125B
125C
101C
101
101A101B
C101
124100
107
109A
109
108
R
GENERAL:• PROVIDE BARRIERS AROUND SCOPE OF WORK TO CONTAIN DUST AND DEBRIS
GENERATED BY THE WORK.• PROTECT ALL OWNER PROPERTY FROM WORK ACTIVITIES UNLESS SHOWN TO BE
MODIFIED BY THE WORK.• BUNDLE AND SUSPEND ALL EXISTING WIRES SUPPORTED BY CEILING SYSTEMS
THAT ARE REMOVED AT ANY POINT DURING THE WORK. SUSPEND WIRES IN HOOKS AT A HEIGHT 50 mm ABOVE THE FINAL CEILING HEIGHT.
• CAREFULLY REMOVE MATERIALS AS NECESSARY TO COMPLETE THE WORK INCLUDING BUT NOT LIMITED TO THE FOLLOWING:• CEILING SYSTEMS,• WALL SYSTEMS,• ROOFING MATERIALS,• FLASHING MATERIALS,• MECHANICAL MATERIALS, DEVICES, AND FIXTURES,• ELECTRICAL MATERIALS, DEVICES, AND FIXTURES, AND,• STRUCTURAL MATERIALS THAT HAVE BEEN PROPERLY SHORED AND/OR MADE
SAFE.• CAREFULLY REINSTATE ALL MATERIALS THAT WERE REMOVED IN ORDER TO
PROVIDE THE WORK UNLESS SHOWN TO BE MODIFIED BY THE WORK. PROVIDE NEW CEILING TILES FOR ALL REMOVED CEILING TILES.
MECHANICAL COORDINATION:• SEE MECHANICAL DOCUMENTS FOR SCOPE OF MECHANICAL WORK.• REVISE STRUCTURAL FRAMING PER STRUC.• REVISE MECHANICAL MATERIALS AND EQUIPMENT PER MECHANICAL.• PROVIDE REVISED ROOF CURBS, FLASHINGS, INSULATIONS, AND ACCESSORIES TO
ACCOMMODATE REVISED MECHANICAL EQUIPMENT AND MATERIALS.
ROOF ACCESS:• SEE
TREE REMOVAL:• PROTECT ALL FENCING, PLAY EQUIPMENT, LANDSCAPING, AND PAVING.
REINSTATE ALL MATERIALS DAMAGED BY THE WORK UNLESS SHOWN TO BE MODIFIED BY THE WORK.
• REMOVE LARGE DECIDUOUS TREE ON WEST SIDE OF BUILDING.• GRIND STUMP TO 200 mm BELOW THE ADJACENT GRADE.• PROVIDE TOPSOIL AND SOD SO THAT THE FINISH GRADES ARE BLENDED SMOOTH
WITH ADJACENT SURFACES. PROTECT, MAINTAIN, WATER, AND WEED NEW SOD AS NECESSARY UNTIL SOD IS ESTABLISHED.
• PROVIDE NEW ACER SACCHARUM (SUGAR MAPLE) IN LOCATION IDENTIFIED BY OWNER. PROVIDE PROTECTION FENCING AND PLANTING STAKES. WATER AS NECESSARY UNTIL TREE IS ESTABLISHED.
9 / A5
22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6
(705) 739-1757 FAX (705) 739-6798e-mail [email protected]
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
DRAWING TITLE:
PROJECT NAME:
PROJECT NO.
CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK.
DO NOT SCALE DRAWINGS
DRAWING NO.
As indicated
22/01/2020 3:52:16 PM
INNISFIL CENTRAL PS RTU ANDROOF REPLACEMENT
SITE PLAN, ROOM FINISH SCHEDULE,AND GENERAL NOTES
AUG 29/19
DDH
JJ
12265T
INNISFIL CENTRAL PS RTU AND ROOF REPLACEMENT
A1
2075 5TH LINE RR#1,LEFROY, ONTARIO,L0L 1W0
1 : 500A1SITE PLAN1
1 : 200A1RENOVATIONS KEYPLAN2
NORTH
TRUE
PROJECT NORTH
N
RENOVATION KEYPLAN SCOPE OF WORK NOTES
REVISIONS
# DESCRIPTION DATE
1 ISSUED FOR TENDER / PERMIT JAN 23/20
NORTH
TRUE
PROJECT NORTH
Simcoe CountyDistrict School Board
1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570
OF
Stamp
4484
J.K.JEFFERYLICENCE
Stamp
ROOM FINISH SCHEDULE## NAME COMMENTS101 GENERAL OFFICE SEE NOTE 1
101A STAFF WORKROOM SEE NOTE 1101B HEALTH ROOM SEE NOTE 1103 CLASSROOM SEE NOTE 1104 CLASSROOM SEE NOTE 1105 CLASSROOM SEE NOTE 1106 CLASSROOM SEE NOTE 1116 COMPUTER ROOM SEE NOTE 1
120A PROGRAM RELATED STORAGE SEE NOTE 1122 LIBRARY SEE NOTE 1
122A LIBRARY OFFICE SEE NOTE 1123 STAFF ROOM SEE NOTE 1
C101 CORRIDOR SEE NOTE 1C102 CORRIDOR SEE NOTE 1C103 CORRIDOR SEE NOTE 1C106 CORRIDOR SEE NOTE 1C107 CORRIDOR SEE NOTE 1
NOTES:NOTE 1: ROOM FINISHES ARE ONLY AFFECTED BY MECHANICAL AND STRUCTURAL WORK. REMOVE AND REPLACE EXISTING ACT CEILINGS AS NECESSARY FOR MECHANICAL AND/OR STRUCTURAL WORK. EXISTING CEILING GRID WALL TRIM MAY REMAIN. PROVIDE NEW T-BAR GRID AND CEILING TILE FOR CEILINGS THAT ARE REQUIRED TO BE REMOVED FOR MECHANICAL OR STRUCTURAL WORK. REPAINT WALLS THAT HAVE BEEN DAMAGED BY THE WORK.
RTU 2 TO BE REPLACED PER MECH
RTU 1 TO BE REPLACED PER MECH
RTU 3 TO BE REPLACED PER MECH
TV ANTENNAE AND TOWER TO BE COMPLETELY REMOVED. FILL ALL ANCHOR HOLES WITH GROUT.
1A3
2A3
10A3
3A3
10A4
22A3
24A3
27A3
14A3
15A3
16A3
17A3
18A3
4A3
5A3
6A3
11A3
12A3
21
1 4
5 14 18 22 23 24
A
C
E
H
I
K
L M
N
O
P
Q
2 3 6 7 8 9 13 15 17 19
G
1110 12 16
F
D
B
20
JEXISTING MECHANICAL PENTHOUSE TO BE REMOVED. REMOVE ASSOCIATED CURBS. REVISE HVAC SERVICES PER MECH. PROVIDE STEEL DECKING TO MATCH EXISTING. REROOF CONTINUOUS WITH ADJACENT.
VS
RH
RH RH
RH
GV
BS
BS
EXISTING SKYLIGHT TO BE CAREFULLY REMOVED AND REFLASHED WITH ROOFING. PROVIDE ADDITIONAL CURB HEIGHT TO HEIGHT OF PARAPETS. CAREFULLY REINSTATE SKYLIGHT.
RH
VS
EF
VS
PS
PS
EF
VS
VS
RH
EXISTING SCUPPER WITH DOWNSPOUT TO BE REMOVED.REPLACE WITH NEW SCUPPER AND DOWNSPOUT WITH ROOF PAVER ON LOWER ROOF.
ROOFAREA 3
ROOFAREA 4
ROOFAREA 3
ROOFAREA 4
ROOFAREA 3
ROOFAREA 1
ROOFAREA 2
ROOFAREA 1
ROOFAREA 2
ROOFAREA 1
ROOFAREA 3
ROOFAREA 3
ROOFAREA 2
ROOFAREA 3
ROOFAREA 4ROOF
AREA 1
ROOFAREA 2
ROOFAREA 4
ROOFAREA 3
ROOFAREA 4
ROOFAREA 3
ROOFAREA 1
ROOFAREA 2
EXISTING GAS LINE TO BE REMOVED AND REINSTATED FOR ROOFING WORK PER MECH.
EXISTING GAS LINE TO BE REMOVED AND REINSTATED FOR ROOFING WORK PER MECH.
EXISTING RETROFIT GUARD SYSTEMS LOOSE LAID ON ROOF
TO BE TURNED OVER TO OWNER
VS
RH
ROOFAREA 1
11A5
LOCKABLE ROOF ACCESS HATCH WITH FIXED LADDER BELOW. PROVIDE ROOF CURB TO 300mm ABOVE ROOFING MEMBRANES. PROVIDE ROOF DECK REINFORCEMENT AT NEW OPENING THROUGH STEEL DECK. PROVIDE PAINTED GB ON MF BULKHEAD THROUGH EXISTING CEILING BELOW. REMOVE EXISTING SHELVING BELOW.
1A5
3A5A5
2
A5
4
12A5
EXISTING EXHAUST FAN TO BE REPLACED PER MECH.
EXISTING EXHAUST FAN TO BE REPLACED PER MECH.
2A4
1A4
3A4
1102
6
19A3
10A3
Sim
29A3
27A3
Sim
9A3
Sim
PARA
PET
OVE
R ST
UCCO
± 25
97
PARA
PET
OVE
R ST
UCCO
± 25
97
PARA
PET
OVE
R ST
UCCO
± 25
97
PARA
PET
OVE
R ST
UCCO
± 25
97
PARAPET OVER STUCCO
± 3178
± 1173 ± 3198
PARAPETS OVER STUCCO
± 10
15
PARAPET OVER STUCCO
30A3
Sim
30A3
Sim
29A3
Sim
30A3
Sim
29A3
Sim
30A3
Sim
29A3
Sim
8A3
23A3
Sim
19A3
Sim
EXISTING EXPANSION JOINTTO BE REPLACED
EXISTING EXPANSION JOINTTO BE REPLACED
NEW ENGINEERED NON-PENTRATING ROOF ACCESS LADDER
NEW LOCATION OF GAS LINE. PROVIDE NEW HANGERS-TYPICAL.
NEW LOCATION OF GAS LINE. PROVIDE NEW HANGERS-TYPICAL.
NEW ROOF PAVERS AROUND REPLACEMENT RTU - TYPICAL
NEW ROOF PAVERS AROUND
REPLACEMENT RTU - TYPICAL
NEW ROOF PAVERS AROUND REPLACEMENT RTU - TYPICAL
NEW ENGINEERED NON-PENTRATING
CROSSOVER BRIDGE
R
PROVIDE EXPANSION JOINT DETAIL WHERE ROOF AREA 2 MEETS ROOF AREA 3. SEE .10 / A4
Sim7A3
Sim7A3
Sim7A3
Sim7A3
Sim7A3
ROOFAREA 1
ROOFAREA 2
ROOFAREA 3
ROOFAREA 4
ROOFING SYSTEM TO BE REPLACED ONSTRUCTURAL TECTUM PANELS ONSTEEL ROOF JOISTS
ROOFING SYSTEM TO BE REPLACED ONSTRUCTURAL STEEL DECK ONSTEEL ROOF JOISTS
ROOFING SYSTEM TO BE REPLACED ONSTRUCTURAL 2X4 WOOD DECK ONGLULAM WOOD BEAMS
ROOFING SYSTEM TO BE REPLACED ONSTRUCTURAL STEEL DECK ONSTEEL ROOF JOISTS
BS EXISTING BOILER STACK TO BE REFLASHED.EF EXISTING EXHAUST FAN TO BE REPLACED PER MECH.GV EXISTING GOOSENECK DUCT TO BE REPLACED PER MECH.PS EXISTING SMALL MECHANICAL PENTHOUSE TO BE
CAREFULLY REMOVED FOR ROOFING WORK. REINSTATE.RH EXISTING ROOF DRAIN TO BE REPLACED.VS EXISTING VENT STACK TO BE REPLACED.
14 / A5SEE FOR ROOF SLOPE PLAN
PRECAST PAVER PER SPEC
GENERAL:• PROVIDE BARRIERS AROUND SCOPE OF WORK TO CONTAIN DUST AND
DEBRIS GENERATED BY THE WORK.• PROTECT ALL OWNER PROPERTY FROM WORK ACTIVITIES UNLESS SHOWN
TO BE MODIFIED BY THE WORK.
ROOFING REPLACEMENT:• REPLACE ROOFING SYSTEMS AS SHOWN.• CAREFULLY REMOVE MATERIALS AS NECESSARY TO COMPLETE THE WORK
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:• WALL CLADDINGS, INSULATION, AND VAPOUR BARRIER,• FLASHING MATERIALS,• ROOFING MATERIALS,• MECHANICAL MATERIALS, DEVICES, AND FIXTURES, AND,• ELECTRICAL MATERIALS, DEVICES, AND FIXTURES.
• PROVIDE COMPLETE ROOFING SYSTEM PER SPEC.• IDENTIFY ANY EXISTING ROOF DECK THAT HAS DETERIORATED.
• DECK TO BE REVIEWED BY STRUCTURAL CONSULTANT.• ANY DECK DEEMED UNACCEPTABLE IS TO BE REPLACED BY CASH
ALLOWANCE.• CAREFULLY REINSTATE ALL MATERIALS THAT WERE REMOVED IN ORDER TO
PROVIDE THE WORK UNLESS SHOWN TO BE MODIFIED BY THE WORK. • PROVIDE NEW PIPE HANGERS PER SPEC.• REPAINT ALL GAS PIPING AFFECTED BY THE WORK.• PROVIDE CONCRETE PAVERS AROUND ALL REPLACED RTU EQUIPMENT.
MECHANICAL COORDINATION:• SEE MECHANICAL DOCUMENTS FOR SCOPE OF MECHANICAL WORK.• REVISE STRUCTURAL FRAMING PER STRUC.• REVISE MECHANICAL MATERIALS AND EQUIPMENT PER MECHANICAL.• PROVIDE REVISED ROOF CURBS, FLASHINGS, INSULATIONS, AND
ACCESSORIES TO ACCOMMODATE REVISED MECHANICAL EQUIPMENT AND MATERIALS.
ROOF ACCESS:• PROVIDE NEW ENGINEERED NON-PENETRATING CROSSOVER BRIDGE FROM
MAIN ROOF TO OFFICE ROOF PER SPEC. SEE• PROVIDE NEW ENGINEERED NON-PENETRATING ACCESS LADDER FROM MAIN
ROOF TO GYM ROOF PER SPEC. SEE• PROVIDE NEW ROOF ACCESS HATCH WITH GUARD AND ENGINEERED LADDER
FROM GROUND FLOOR INTERIOR TO MAIN ROOF PER SPEC. SEE
6 / A5
7 / A5
9 / A5
22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6
(705) 739-1757 FAX (705) 739-6798e-mail [email protected]
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
DRAWING TITLE:
PROJECT NAME:
PROJECT NO.
CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK.
DO NOT SCALE DRAWINGS
DRAWING NO.
As indicated
22/01/2020 3:52:30 PM
INNISFIL CENTRAL PS RTU ANDROOF REPLACEMENT
ROOF PLAN
AUG 29/19
DDH
JJ
12265T
INNISFIL CENTRAL PS RTU AND ROOF REPLACEMENT
A2
2075 5TH LINE RR#1,LEFROY, ONTARIO,L0L 1W0
1 : 100A2ROOF PLAN1
ROOFING LEGEND
NORTH
TRUE
PROJECT NORTH
ROOFING AND HVAC REPLACEMENT SCOPE OFWORK NOTES
REVISIONS
# DESCRIPTION DATE
1 ISSUED FOR TENDER / PERMIT JAN 23/20
Simcoe CountyDistrict School Board
1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570
OF
Stamp
4484
J.K.JEFFERYLICENCE
Stamp
U/S OF GYM DECK4813
U/S OF LOW ROOFDECK
2705
10
Sim26A3
Sim20A3
T/O LOW ROOFPARAPET FRAMING3072
T/O GYM PARAPETFRAMING
5244
U/S OF WOOD DECK3346
U/S OF GYM DECK4813
IJ
Sim26A3
Sim20A3
T/O MAIN ROOFPARAPET FRAMING3800
T/O GYM PARAPETFRAMING
5244
U/S OF GYM DECK4813
21
275
Sim26A3
20A3
T/O MAIN ROOFPARAPET FRAMING3800
U/S OF STEEL DECK3416
T/O GYM PARAPETFRAMING
5244
U/S OF GYM DECK4813
21Sim
20A3
T/O GYM PARAPETFRAMING
5244
U/S OF GYM DECK4813
QSim
20A3
T/O GYM PARAPETFRAMING
5244
U/S OF GYM DECK4813
10Sim
20A3
T/O GYM PARAPETFRAMING
5244
U/S OF LOW ROOFDECK
2705
O21A3
T/O LOW ROOFPARAPET FRAMING
3072
EXISTING STUCCO SOFFIT
EXISTING METAL FRAMED WALL
152 U/S OF LOW ROOF
DECK2705
5 Sim20A3
T/O LOW ROOFPARAPET FRAMING
3072
U/S OF WOOD DECK3346
IT/O MAIN ROOF
PARAPET FRAMING3800
23A3
U/S OF WOOD DECK3346
1
T/O MAIN ROOFPARAPET FRAMING
3800
EXISTING STRUCTURAL WOOD DECK
CONTINUOUS DRIP AND HOOK STRIPS
PT WOOD FRAMED PARAPET WITH SLOPED TOPROOFING SYSTEM
PER SPEC
LINE OF ROOF VAPOUR BARRIER CONTINUOUS
TO TOP OF PARAPET
LINE OF ROOFING MEMBRANES CONTINUOUS UP AND OVER
PARAPET TO HOOK STRIP
NEW ROOFING CANT
PRE FIN METAL CAP FLASHING WITH DRIPS AND CONTINUOUS HOOK STRIPS.
EXISTING CAVITY WALL
EXISTING ROOF EDGE FRAMING
U/S OF WOOD DECK3346
B
T/O MAIN ROOFPARAPET FRAMING
3800
EXISTING STRUCTURAL WOOD DECK
CONTINUOUS DRIP AND HOOK STRIPS
PT WOOD FRAMED PARAPET WITH SLOPED TOP
ROOFING SYSTEM PER SPEC
LINE OF ROOF VAPOUR BARRIER CONTINUOUS
TO TOP OF PARAPET
LINE OF ROOFING MEMBRANES CONTINUOUS UP AND OVER
PARAPET TO HOOK STRIP
NEW ROOFING CANT
PRE FIN METAL CAP FLASHING WITH DRIPS AND CONTINUOUS HOOK STRIPS.
EXISTING CAVITY WALL
U/S OF WOOD DECK3346
19T/O MAIN ROOF
PARAPET FRAMING3800
U/S OF STEEL DECK3416
Sim25A3
B
T/O MAIN ROOFPARAPET FRAMING
3800
U/S OF STEEL DECK3416
EXISTING STRUCTURAL STEEL DECK
CONTINUOUS DRIP
PT WOOD FRAMED PARAPET WITH SLOPED TOP SPANNING OVER EIFS SECTION
ROOFING SYSTEM PER SPEC
LINE OF ROOF VAPOUR BARRIER CONTINUOUS
TO TOP OF PARAPET
LINE OF ROOFING MEMBRANES CONTINUOUS UP
AND OVER PARAPET TO FLASHING BACKSLOPE
NEW ROOFING CANT
PRE FIN METAL CAP FLASHING WITH DRIPS AND CONTINUOUS HOOK STRIPS.
EXISTING EIFS FINISH ON CMU WALL
CONTINUOUS DRIP AND HOOK STRIPS
22T/O MAIN ROOF
PARAPET FRAMING3800
U/S OF STEEL DECK3416
30A3
174
AT/O MAIN ROOF
PARAPET FRAMING3800
U/S OF STEEL DECK3416
Sim30A3
24T/O MAIN ROOF
PARAPET FRAMING3800
U/S OF STEEL DECK3416
Sim30A3
PT/O MAIN ROOF
PARAPET FRAMING3800
U/S OF STEEL DECK3416
Sim30A3
R PT/O MAIN ROOF
PARAPET FRAMING3800
U/S OF STEEL DECK3416
28A3
R
EXISTING THROUGH WALL FLASHING TO REMAIN
REPLACE EXISTING PREFIN METAL FLASHING WITH NEW SEALED UNDER THROUGH WALL FLASHING.
NEW ROOFING MEMBRANES UP WALL FACE TO THROUGH WALL FLASHING
REPLACE EXISTING FIBRE CANT WITH NEW.
NEW BUILT UP ROOF SYSTEM PER SPEC TO REPLACE EXISTING
LINE OF ROOF VAPOUR BARRIER
EXISTING STRUCTURAL DECK TO REMAIN. MATERIALS VARY BY LOCATION.
EXISTING CAVITY WALL. MATERIALS VARY BY LOCATION.
U/S OF GYM DECK4813
21
EXISTING ROOF STRUCTURAL FRAMING
EXISTING STRUCTURAL TECTUM PANEL DECK
CONTINUOUS DRIP AND HOOK STRIPS
PT WOOD FRAMED PARAPET WITH SLOPED TOP
ROOFING SYSTEM PER SPEC
LINE OF ROOF VAPOUR BARRIER CONTINUOUS
TO TOP OF PARAPET
LINE OF ROOFING MEMBRANES CONTINUOUS
UP AND OVER PARAPET
NEW ROOFING CANT
PRE FIN METAL CAP FLASHING WITH DRIPS AND CONTINUOUS HOOK STRIPS.
EXISTING BRICK VENEER
T/O GYM PARAPETFRAMING
5244
U/S OF LOW ROOFDECK
2705
T/O LOW ROOFPARAPET FRAMING
3072
367
EXISTING ROOF STRUCTURAL FRAMING
EXISTING STRUCTURAL STEEL DECK
CONTINUOUS DRIP AND HOOK STRIPS
PT WOOD FRAMED PARAPET WITH SLOPED TOP
ROOFING SYSTEM PER SPEC
LINE OF ROOF VAPOUR BARRIER CONTINUOUS
TO TOP OF PARAPET
LINE OF ROOFING MEMBRANES CONTINUOUS
UP AND OVER PARAPET
NEW ROOFING CANT
PRE FIN METAL CAP FLASHING WITH DRIPS AND CONTINUOUS HOOK STRIPS.
EIFS ON FRAMING
NEW PREFIN METAL CAP FLASHING WITH CONTINUOUS HOOK STRIP BOTH SIDES OF CONTROL JOINT
NEW MEMBRANE FLASHING BOTH SIDES OF CONTROL JOINT TO OPPOSITE SIDE OF CONTROL JOINT TOP.
NEW BUILT UP ROOF SYSTEM PER SPEC TO REPLACE EXISTING
LINE OF ROOF VAPOUR BARRIER
EXISTING STRUCTURAL DECK TO REMAIN. MATERIALS VARY BY LOCATION.
NEW FIBRE CANTS
NEW 2X4 WOOD FRAMED WALL WITH 16 mm PLYWOOD SHEATHING BOTH SIDES FASTENED TO DECK.
TOP OF ADJACENT PARAPET
NEW PREFIN METAL FLASHING WITH CONTINUOUS HOOK STRIPS BOTH SIDES
NEW MEMBRANE FLASHING WITH GAP AT EXPANSION JOINT
NEW ROOFING MEMBRANES
NEW FIBRE CANTS BOTH SIDES
NEW MEMBRANE FLASHING UP AND OVER CURBS. PROVIDE EXPANSION SLACK AS SHOWN.
NEW 2X4 FRAMED CURBS WITH 16 mm PLYWOOD BOTH SIDES. CURB HEIGHT TO BE HEIGHT OF ADJACENT PARAPET MINIMUM.
NEW BUILT UP ROOFING SYSTEM
PATH OF NEW VAPOUR BARRIER WITH SLACK AT EXPANSION JOINT
NEW RIGID INSULATION FLUSH WITH TOP OF HIGHEST CANT
T/O MAIN ROOFPARAPET FRAMING
3800
U/S OF STEEL DECK3416
EXISTING STRUCTURAL STEEL DECK
CONTINUOUS DRIP
PT WOOD FRAMED PARAPET WITH SLOPED TOP SPANNING OVER EIFS SECTION
ROOFING SYSTEM PER SPEC
LINE OF ROOF VAPOUR BARRIER CONTINUOUS
TO TOP OF PARAPET
LINE OF ROOFING MEMBRANES CONTINUOUS
UP AND OVER PARAPET
NEW ROOFING CANT
PRE FIN METAL CAP FLASHING WITH DRIPS AND CONTINUOUS HOOK STRIPS.
EXISTING EIFS FINISH ON FRAMING
CONTINUOUS DRIP AND HOOK STRIPSR
U/S OF WOOD DECK3346
T/O MAIN ROOFPARAPET FRAMING
3800
EXISTING STRUCTURAL WOOD DECK
CONTINUOUS DRIP AND HOOK STRIPS
PT WOOD FRAMED PARAPET WITH SLOPED TOP
ROOFING SYSTEM PER SPEC
LINE OF ROOF VAPOUR BARRIER CONTINUOUS
TO TOP OF PARAPET
LINE OF ROOFING MEMBRANES CONTINUOUS UP AND OVER PARAPET TO
HOOK STRIP
NEW ROOFING CANT
PRE FIN METAL CAP FLASHING WITH DRIPS AND CONTINUOUS HOOK STRIPS.
EXISTING OVERHANG TRIM TO REMAIN
EXISTING ROOF EDGE FRAMING
22
T/O MAIN ROOFPARAPET FRAMING
3800
U/S OF STEEL DECK3416
EXISTING STRUCTURAL STEEL DECK
CONTINUOUS DRIP AND HOOK STRIP
PT WOOD FRAMED PARAPET WITH SLOPED TOP
ROOFING SYSTEM PER SPEC
LINE OF ROOF VAPOUR BARRIER CONTINUOUS
TO TOP OF PARAPET
LINE OF ROOFING MEMBRANES CONTINUOUS
UP AND OVER PARAPET
NEW ROOFING CANT
PRE FIN METAL CAP FLASHING WITH DRIPS AND CONTINUOUS HOOK STRIPS.
EXISTING BRICK VENEER FINISHED CAVITY WALL
CONTINUOUS DRIP AND HOOK STRIPS
EXISTING STRUCTURAL ROOF FRAMING
24
T/O MAIN ROOFPARAPET FRAMING
3800
U/S OF STEEL DECK3416
EXISTING STRUCTURAL STEEL DECK
CONTINUOUS DRIP
PT WOOD FRAMED PARAPET WITH SLOPED TOP SPANNING OVER EIFS SECTION
ROOFING SYSTEM PER SPEC
LINE OF ROOF VAPOUR BARRIER CONTINUOUS
TO TOP OF PARAPET
LINE OF ROOFING MEMBRANES CONTINUOUS
UP AND OVER PARAPET
NEW ROOFING CANT
PRE FIN METAL CAP FLASHING WITH DRIPS AND CONTINUOUS HOOK STRIPS.
EXISTING EIFS FINISH ON FRAMING
CONTINUOUS DRIP AND HOOK STRIPS
EXISTING STRUCTURAL ROOF FRAMING
F
T/O MAIN ROOFPARAPET FRAMING
3800
U/S OF STEEL DECK3416
Sim31A3
EQEQ
U/S OF WOOD DECK3346
T/O MAIN ROOFPARAPET FRAMING
3800
Sim31A3
2438 2438
2438
2438
1%1%
1%
1%
13
A3
Sim
TAPERED SUMP
2438 TAPERED SUMP
25MM OVERLAY INSULATION
50MM BASE INSULATION
22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6
(705) 739-1757 FAX (705) 739-6798e-mail [email protected]
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
DRAWING TITLE:
PROJECT NAME:
PROJECT NO.
CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK.
DO NOT SCALE DRAWINGS
DRAWING NO.
As indicated
22/01/2020 3:52:35 PM
INNISFIL CENTRAL PS RTU ANDROOF REPLACEMENT
ROOFING DETAILS
AUG 29/19
DDH
JJ
12265T
INNISFIL CENTRAL PS RTU AND ROOF REPLACEMENT
A3
2075 5TH LINE RR#1,LEFROY, ONTARIO,L0L 1W0
1 : 25A3WALL SECTION1
1 : 25A3WALL SECTION2
1 : 25A3WALL SECTION3
1 : 25A3ROOF 1 PARAPET SECTION4
1 : 25A3ROOF 1 PARAPET SECTION5
1 : 25A3ROOF 1 PARAPET SECTION6
1 : 25A3ROOF 2 PARAPET SECTION11
1 : 25A3ROOF 2 PARAPET SECTION12
1 : 25A3ROOF 3 PARAPET SECTION9
1 : 10A3ROOF 3 PARAPET SECTION22
1 : 10A3WALL SECTION24
1 : 25A3ROOF SECTION10
1 : 10A3
27TYPICAL PARAPET OVER STUCCOFINISH ON BLOCK WALL
1 : 25A3ROOF 4 PARAPET SECTION14
1 : 25A3ROOF 4 PARAPET SECTION15
1 : 25A3ROOF 4 PARAPET SECTION16
1 : 25A3ROOF 4 TYPICAL PARAPET17
1 : 25A3ROOF 4 PARAPET SECTION18
1 : 10A3TYPICAL HIGH WALL AT ROOF BASE DETAIL26
1 : 10A3TYPICAL GYM PARAPET DETAIL20
1 : 10A3NORTH OFFICE PARAPET SECTION DETAIL21
1 : 10A3TYPICAL ROOF AREA JOINT DETAIL31
1 : 10A3TYPICAL EXPANSION JOINT DETAIL25
1 : 10A3
28 ROOF 4 PARAPET SECTION
1 : 10A3
23TYPICAL PARAPET AT TRAPEZOIDOVERHANG
1 : 10A3TYPICAL ROOF 4 PARAPET SECTION DETAIL30
1 : 10A3
29PARAPET OVER STUCCO FINISH ONFRAMING
1 : 25A3ROOF 4 CONTROL JOINT19
1 : 25A3ROOF 3 AREA JOINT8
REVISIONS
# DESCRIPTION DATE
1 ISSUED FOR TENDER / PERMIT JAN 23/20
Simcoe CountyDistrict School Board
1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570
OF
Stamp
4484
J.K.JEFFERYLICENCE
Stamp
1 : 100A3TAPER DRAIN SUMP - PLAN7
1 : 10A3
13TAPER DRAIN SUMP -SECTION
22
E
19
G
F
20
116
C106C107
120
4A4
5A4
LINE OF FIRE SEPARATION - TYPICAL
± 3366
118
123
0201
01
01
02
02
02
02
02
04
03
ACT2350
ACT2500
ACT2500
± 7674
7930
1515
15
15
4
C
E
3 6 7
G
105
106
C103
103
104
7A4
8A4
LINE OF FIRE SEPARATION - TYPICAL
± 26
00
04
01
05
± 8001
2600
102
20 20 20
01
15
15
NOTE:NOT ALL CONDITIONS SHOWN FOR ROOMS 103, 104, 105 AND 106. GENERAL CONTRACTOR TO REVIEW ON SITE DURING MANDATORY SITE VISIT.
01
0101
± 10536
± 12
810
21 21
21
21
5
I
K
L
6 7 8 9
1110
J
C102
C101
101
100
101B
108A
11A4
12A4
101A
ACT2450
ACT2600
ACT2600
ACT2600
ACT2450
ACT2650
ACT2990
08
08
04
02
02
02
02
0209
09
09
09
03 10
13 13 13
13
106
15
1724
16
16
16
22 23
H
M
120
C107
122A
120A
122
12
11
ACT2540
9A4
14
14
14
14
14
14
17
18
18
T/O MAIN FLOOR0
U/S OF STEEL DECK3416
5A4
Sim13A4
Sim13A4
C107 120
± 25
00
REPLACEMENT RTU PER MECH
NEW ROOFING SYSTEM ON EXISTING STEEL DECK
LINE OF FIRE SEPARATION
02
01 01
C106
T/O MAIN FLOOR0
U/S OF STEEL DECK3416
4A4
REPLACEMENT RTU PER MECH
NEW ROOFING SYSTEM ON EXISTING STEEL DECK
± 25
00
C107
Sim13A4
Sim13A4
0101
02 02 02 02 02 02 02
8A4 Sim
13A4
Sim13A4
105C103
106
REPLACEMENT RTU PER MECH
EXISTING WOOD ROOF DECK TO
REMAIN - TYPICAL
0107 0601 0121 2120 1515
T/O MAIN FLOOR0
U/S OF WOOD DECK3346
T/O MAIN ROOFPARAPET FRAMING
3800
7A4
REPLACEMENT RTU PER MECH
Sim13A4
Sim13A4
EXISTING SKYLIGHT TO BE REVISED PER ROOFING PLANS. SEE 1 / A2
EXISTING WOOD ROOF DECK TO REMAIN
C103
± 24
50
06 06
01
07 07
20 20 20
102
15
CONTINUOUS GASKET BY MECHANICAL CONTRACTOR
CARRY ROOF MEMBRANES &
FLASHING UP & OVER CURB. & UNDER FAN TO
EDGE OF DUCT OPENING
CONT. WOOD BLOCKING AS REQ'D TO LEVEL CURBTYP. WHERE ROOF STRUCTURE IS SLOPED
PREFIN METAL DRIP FLASHING SEAL ALL
JOINTS
TYPICAL ROOFSYSTEM AS SPEC'D
HVAC CURB PER MECHANICAL
INSULATE CURB AND TIE IN WITH ROOFING SYSTEM
OPENING REINFORCEMENT PER STRUCTURAL
EXISTING ROOF DECK. MATERIALS AND THICKNESS VARY PER LOCATION
FRR 0 MIN
FRR 30 MIN
FRR 45 MIN
FRR 60 MIN
FRR 90 MIN
FIRE SEPARATIONS LEGEND:
FRR 120 MIN
• REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DOCUMENTS FOR WORK ALSO REQUIRED TO BE COMPLETED AND/OR COORDINATED. LOCATIONS TO BE VERIFIED ON SITE.
• GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTAINMENT AND COMPLETE CLEANUP OF MATERIALS REQUIRED TO DO THE WORK AND/OR GENERATED BY THE WORK.
• GENERAL CONTRACTOR TO REMOVE CEILING SYSTEMS AND WALL MATERIALS AS NECESSARY TO PROVIDE ACCESS FOR STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK. GENERAL CONTRACTOR TO REPLACE THE REMOVED CEILING SYSTEMS AND WALL MATERIALS WITH NEW MATERIALS TO MATCH EXISTING. GENERAL CONTRACTOR TO PROVIDE FIRE SEPARATIONS AS NOTED FOR ALL AREAS AFFECTED BY THE WORK.
• REVISE EXISTING HVAC EQUIPMENT AND SYSTEMS AS NECESSARY TO DO THE WORK. CAREFULLY REMOVE, PROTECT, AND STORE MATERIALS TO BE REINSTATED. CAREFULLY AND COMPLETELY REMOVE MATERIALS NOT SHOWN TO BE REINSTATED INCLUDING CURBS, AND FLASHINGS.
• REVISE ROOF OPENINGS AND ROOF STRUCTURE FOR NEW HVAC EQUIPMENT AND REQUIRED OPENINGS.
• GENERAL CONTRACTOR TO REINSTATE ALL FIRE SEPARATIONS AFFECTED BY THE WORK. SEE FIRE SEPARATION LEGEND FOR SEPARATION RATINGS.
• PROVIDE 45 MIN FRR MATERIALS BOTH SIDES OF EXPOSED WOOD DECKING AND ROOF STRUCTURE AFFECTED BY THE WORK.
MECHANICAL COORDINATION SCOPE OF WORK TYPICAL NOTES:
T/O LOWER FLOOR-813
T/O MAIN FLOOR0
U/S OF GYM DECK481310
A4
U/S OF LOW ROOFDECK
2705
1A5
12A4
LINE OF EXISTING FIRE SEPARATION TO BE MAINTAINED
Sim13A4
Sim13A4
REPLACEMENT RTU PER MECH
EXISTING RAMP
EXISTING STAIRS
T/O LOW ROOFPARAPET FRAMING
3072
T/O GYM PARAPETFRAMING
5244
T/O LOWER FLOOR-813
T/O MAIN FLOOR0
U/S OF WOOD DECK3346U/S OF LOW ROOF
DECK2705
T/O MAIN ROOFPARAPET FRAMING
3800
11A4
± 24
50
± 81
3
Sim13A4Sim
13A4
REPLACEMENT RTU PER MECH
NEW ROOFING SYSTEM ON EXISTING STEEL DECK
0101
01
08
08
02 02 02 02
02
T/O GYM PARAPETFRAMING
5244
RA OR EXHAUST GRILLE PER MECH (SIZES VARY)SURFACE MOUNT OR SUSPENDED LIGHT FIXTURE PER ELECFLUSH MOUNT LIGHT FIXTURE PER ELEC
CEILING SPEAKER PER ELEC
DIFFUSER PER MECH
LAY-IN ACOUSTIC CEILING TILE SYSTEM
RCP LEGEND:
EXIT LIGHT PER ELEC
SPRINKLER HEAD PER MECH
2450APPROXIMATE CEILING HEIGHT AFFEXHAUST FAN PER MECH
GB CEILING
ACCESS PANEL
WIRELESS ACCESS POINT PER ELECFIRE ALARM DETECTOR PER ELEC
UNDERSIDE OF CONCRETE SLAB
ACOUSTIC CEILING TILE ON STRAPPING SYSTEM
CEILING PROJECTOR PER ELECLIGHT FIXTURE PER ELEC
OBJECTS SHOWN WITH DASHED LINES ARE TO BE REMOVED
OBJECTS SHOWN HATCHED ARE TO BE REMOVED
T/O MAIN FLOOR0T/O SUNKEN FLOOR
-457
T/O MAIN ROOFPARAPET FRAMING
3800U/S OF STEEL DECK3416
C107 122
13
11
120A
± 29
97 1714
14
14
EXISTING CMU WALL TO REMAIN
EXISTING CAVITY WALL TO REMAIN
EXISTING WALL TO REMAIN
TYPICAL WALL LEGEND:
U/S OF WOOD DECK3346
U/S OF LOW ROOFDECK
2705
I JT/O MAIN ROOF
PARAPET FRAMING3800
T/O LOW ROOFPARAPET FRAMING3072
100
EXPANSION JOINT PREFIN METAL FLASHING SECURED UNDER ROOFING MEMBRANES FROM UPPER ROOF. ALLOW 100 mm COVERAGE OF LOWER WALL.
ROOFING MEMBRANES CONTINUOUS UP AND OVER
PARAPET TO EXPANSION JOINT PREFIN METAL FLASHING
100
NEW WOOD FRAMED WALL WITH SHEATHING. SECURE WALL TO ROOF. SECURE NEW WALL TO EXISTING VERTICAL WALL FACE WITH SLIDING FASTENER DETAIL TO ALLOW 50 mm VERTICAL TRAVEL.
LINE OF ROOF VAPOUR BARRIER TO TOP OF WALL.
LINE OF ROOF ROOFING MEMBRANES TO COVER TOP OF WALL.
PREFIN METAL FLASHING OVER ROOFING MEMBRANCES TO COVER TOP OF WALL.
FRAMED WOOD PARAPET
Sim23A3
22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6
(705) 739-1757 FAX (705) 739-6798e-mail [email protected]
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
DRAWING TITLE:
PROJECT NAME:
PROJECT NO.
CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK.
DO NOT SCALE DRAWINGS
DRAWING NO.
As indicated
22/01/2020 3:52:42 PM
INNISFIL CENTRAL PS RTU ANDROOF REPLACEMENT
MECHANICAL COORDINATION
AUG 29/19
DDH
JJ
12265T
INNISFIL CENTRAL PS RTU AND ROOF REPLACEMENT
A4
2075 5TH LINE RR#1,LEFROY, ONTARIO,L0L 1W0
1 : 100A4RTU-1 COORDINATION RCP1
1 : 100A4RTU-2 RCP2
1 : 100A4RTU-3 RCP3
1 : 100A4MECH PENTHOUSE RCP6
1 : 75A4RTU-1 SECTION 14
1 : 75A4RTU-1 SECTION 25
1 : 75A4RTU-2 SECTION 17
1 : 75A4RTU-2 SECTION 28
1 : 10A4MECHANICAL ROOF CURB FLASHING13
1 : 75A4RTU-3 SECTION 111
1 : 75A4RTU-3 SECTION 212
REVISIONS
# DESCRIPTION DATE
1 ISSUED FOR TENDER / PERMIT JAN 23/20
KEYNOTE LEGEND## DESCRIPTION01 REMOVE CEILING AS NECESSARY TO PROVIDE ACCESS TO STRUCTURAL REINFORCING WORK AND/OR
RTU REPLACEMENT WORK ABOVE. PROVIDE NEW T-BAR GRID SYSTEM TO MATCH EXISTING. PROVIDENEW CEILING TILES. CAREFULLY REMOVE AND REINSTATE ANY ELECTRICAL AND / OR MECHANICALDEVICES, FIXTURES, OR SERVICES AS NECESSARY TO PROVIDE THE WORK. ALL FIRE ALARM DEVICESARE TO BE PROTECTED AND REMAIN OPERATIONAL.
02 APPROXIMATE LOCATION OF STRUCTURAL ROOF JOIST TO BE REINFORCED.03 EXISTING WALL MOUNTED DATA DEVICE TO BE PROTECTED DURING THE WORK.04 CROSSED AREA INDICATES APPROXIMATE LOCATION OF RTU TO BE REPLACED PER MECH. SEE HVAC
SCOPE OF WORK TYPICAL NOTES.05 EXISTING SKYLIGHT TO REMAIN06 LINE OF 45 MIN FRR TO BE REINSTATED AT WOOD DECK AND ROOF STRUCTURE AFFECTED BY THE
WORK - TYPICAL07 EXISTING CONTINUOUS GLULAM BEAM TO REMAIN.08 EXISTING PAINTED GYPSUM WALL BOARD ON METAL FRAMING BULKHEAD TO BE REPLACED WITH
NEW.09 EXISTING HEATING PIPES FROM CEILING SPACE TO WALL FINS BELOW WINDOW. PIPES TO REMAIN.10 EXISTING WALL -MOUNTED MECHANICAL EQUIPMENT TO REMAIN. PROTECT EQUIPMENT AND
ASSOCIATED SERVICES DURING THE WORK.11 EXISTING CEILING ABOVE SUNKEN FLOOR WITH STEPPED EDGES. REMOVE CEILING AS NECESSARY TO
PROVIDE ACCESS TO MECHANICAL AND ROOFING WORK ABOVE. PROVIDE NEW T-BAR GRID SYSTEMTO MATCH EXISTING. PROVIDE NEW CEILING TILES. CAREFULLY REMOVE AND REINSTATE ANYELECTRICAL AND / OR MECHANICAL DEVICES, FIXTURES, OR SERVICES AS NECESSARY TO PROVIDETHE WORK. ALL FIRE ALARM DEVICES ARE TO BE PROTECTED AND REMAIN OPERATIONAL. FLOOR ISSUNK ±450 BELOW MAIN FLOOR WITH 3 EQUAL STEPS. CEILING HEIGHT IS ±2540 mm ABOVE MAINFLOOR.
12 CROSSED AREA INDICATES APPROXIMATE LOCATION OF ABOVE CEILING HVAC WORK PER MECH. SEEHVAC SCOPE OF WORK TYPICAL NOTES.
13 APPROXIMATE LOCATION OF MECHANICAL PENTHOUSE TO BE REMOVED.14 EXISTING MILLWORK TO REMAIN.15 EXISTING MASONRY WALL IS CONTINUOUS TO UNDERSIDE OF ROOF DECK. REMOVE MATERIALS AS
NECESSARY TO PROVIDE ROOF JOIST REINFORCEMENT PER STRUC. REINSTATE MATERIALS TOPROVIDE 60 MINUTE FIRE SEPARATION AND 25 mm HIGH COMPRESSION MATERIALS AT UNDERSIDE OFDECK.
16 EXISTING MASONRY WALL IS CONTINUOUS TO UNDERSIDE OF ROOF DECK. REMOVE MATERIALS ASNECESSARY TO PROVIDE ROOF JOIST REINFORCEMENT PER STRUC. REINSTATE MATERIALS WITH 25mm COMPRESSION MATERIALS AT UNDERSIDE OF ROOF DECK.
17 EXISTING HOLLOW METAL SCREEN TO REMAIN.18 EXISTING PREFINISHED DRYWALL WALL TO REMAIN.20 APPROXIMATE LOCATION OF NEW STRUCTURAL ROOF FRAMING PER STRUC. REMOVE ROOF DECK
FIRE SEPARATION AS NECESSARY TO INSTALL BEAM. WRAP BEAM IN 45 MINUTE GYPSUM WALLBOARD FIRE SEPARATION PER UL DESIGN N501. REINSTATE ROOF DECK FIRE SEPARATION.
21 CEILING LAYOUT FOR THIS ROOM IS ESTIMATED. GENERAL CONTRACTOR TO REVIEW CEILINGCONDITIONS ON SITE DURING MANDATORY SITE VISIT.
1 : 75A4PENTHOUSE REMOVAL SECTION9
NORTH
TRUE
PROJECT NORTH
Simcoe CountyDistrict School Board
1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570
1 : 10A4EXPANSION JOINT DETAIL10
OF
Stamp
4484
J.K.JEFFERYLICENCE
Stamp
U/S OF WOOD DECK3346
U/S OF LOW ROOFDECK
2705
I
T/O MAIN ROOFPARAPET FRAMING
3800
± 71
1
1000
6A5
NEW ROOFING SYSTEM ON EXISTING WOOD DECK
NEW NON-PENETRATING BASE PLATE
NEW ENGINEERED CROSSOVER BRIDGE
NEW PARAPET AND FLASHINGS
NEW NON-PENETRATING BASE PLATE
NEW ROOFING SYSTEM ON EXISTING STEEL DECK
EXISTING WALL COVERED BY NEW METAL FLASHING
T/O GYM PARAPETFRAMING
5244
U/S OF WOOD DECK3346
U/S OF GYM DECK4813
IJ
7A5
8A5
NEW EXIT LADDER
NEW NON-PENETRATING BASE PLATE
NEW LADDER PLATFORM
NEW ROOFING SYSTEM
NEW NON-PENETRATING BASE PLATE
NEW LADDER
NEW PARAPETT/O GYM PARAPET
FRAMING5244
U/S OF WOOD DECK3346
U/S OF LOW ROOFDECK
2705
71
A5
T/O MAIN ROOFPARAPET FRAMING
3800
900
6A5
NEW PARAPET FLASHING
NEW WALL FLASHING
NEW ROOFING SYSTEM ON EXISTING STEEL DECK
T/O LOW ROOFPARAPET FRAMING
3072
U/S OF WOOD DECK3346
U/S OF GYM DECK4813
153
A5
7A5
NEW METAL BASE FLASHING
NEW ROOFING SYSTEM AND EXISTING WOOD DECK
EXISTING BRICK VENEER CAVITY WALL
NEW PARAPET FLASHING
NEW LADDER PLATFORM
8A5605
T/O GYM PARAPETFRAMING
5244
T/O MAIN FLOOR0
B12A5
EXISTING JOISTS
T/O MAIN ROOFPARAPET FRAMING3800
U/S OF STEEL DECK341613
A5
ENGINEERED ACCESS LADDER
EXISTING T-BAR CEILING SYSTEM TO BE MODIFIED FOR NEW ACCESS AND BULKHEADS - TYPICAL
PROVIDE STRUCTURAL REINFORCING AROUND ROOF DECK OPENING PER STRUC - TYPICAL
PROVIDE ROOF HATCH WITH HATCH BARRIER
FLASH ROOF HATCH UNIT INTO ROOFING SYSTEM - TYPICAL
T/O GYM PARAPETFRAMING
5244
T/O MAIN FLOOR0
2111A5
914
2500
U/S OF STEEL DECK341613
A5
EXISTING JOISTS
ENGINEERED ACCESS LADDER
EXISTING T-BAR CEILING SYSTEM TO BE MODIFIED FOR NEW ACCESS AND BULKHEADS - TYPICAL
PROVIDE STRUCTURAL REINFORCING AROUND ROOF DECK OPENING PER STRUC - TYPICAL
PROVIDE ROOF HATCH WITH HATCH BARRIER
0.5%
0.5%
0.5%
0.5%
1.0%
0.9%
0.9%
1.0%1.0%1.0%
1.0%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%0.5%
0.5%
0.5%
1.0% .0.
5%
15
J
3A5
NEW NON-PENETRATING BASE PLATES
NEW LADDER
EXISTING CAVITY WALL
4 ROOF PAVERS15
J
3A5
NEW PARAPET
NEW LADDER PLATFORM
NEW NON-PENETRATING BASE PLATES
1000
604
4 ROOF PAVERS
I
71
A5
NEW NON-PENETRATING BASE PLATES
NEW NON-PENETRATING BASE PLATES
RELOCATED GAS LINE
NEW PARAPET AND FLASHING
1000
900
20
11A5
12A5
LOCATION OF EXISTING ROOF JOISTS
NEW PAINTED GB ON MF BULKHEADS TO UNDERSIDE
OF ACCESS HATCH. REINFORCE ROOF DECK
OPENING PER STRUC.
ENGINEERED ROOF ACCESS LADDER
21
C
E
19
B
20
11A5
12A5
121123
C107
C106C103
NEW GB BULKHEAD AROUND ROOF ACCESS OPENING.
ENGINEERED ACCESS LADDER
ACCESS HATCH
REINSTATE EXISTING T-BAR CEILING SYSTEM
PATCH AND PAINT EXISTING WALL TO MATCH ADJACENT WALL SURFACES
21
C
E
19
D
B
20
REMOVE EXISTING WALL-MOUNTED CHALK BOARD AND ASSOCIATED ADHESIVE AND/OR FASTENERS. PATCH AND PAINT EXISTING WALL TO MATCH EXISTING.
01
22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6
(705) 739-1757 FAX (705) 739-6798e-mail [email protected]
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
DRAWING TITLE:
PROJECT NAME:
PROJECT NO.
CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK.
DO NOT SCALE DRAWINGS
DRAWING NO.
As indicated
22/01/2020 3:52:46 PM
INNISFIL CENTRAL PS RTU ANDROOF REPLACEMENT
ROOF ACCESS DESIGNS AND ROOFSLOPE PLAN
AUG 29/19
DDH
JJ
12265T
INNISFIL CENTRAL PS RTU AND ROOF REPLACEMENT
A5
2075 5TH LINE RR#1,LEFROY, ONTARIO,L0L 1W0
1 : 50A5CROSSOVER STAIR SECTION1
1 : 50A5GYM LADDER SECTION3
1 : 50A5CROSSOVER STAIR ELEVATION2
1 : 50A5GYM LADDER ELEVATION4
1 : 50A5ACCESS HATCH SECTION 111
1 : 50A5ACCESS HATCH SECTION 212
1 : 200A5ROOF TAPER PLAN14
1 : 50A5GYM LADDER BASE PLAN7
1 : 50A5GYM LADDER UPPER PLAN8
ENGINEERED NON-PENETRATING LADDER:• PROVIDE BASE PLATES WITH
PROTECTION FOR ROOFING.• PROVIDE 100 mm CLEARANCE FROM
UNDERSIDE OF PLATFORM TO TOP OF PARAPET FLASHING.
• PROVIDE 1000 mm LONG X 604 mm CLEAR WIDTH PLATFORM COMPLETE WITH HANDRAILS AND KNEE RAILS.
• PROVIDE EXIT LADDER TO TOP ROOF.• PROVIDE LADDER FROM BASE ROOF TO
PLATFORM.• PROVIDE ENGINEER STAMPED SHOP
DRAWINGS.
1 : 50A5CROSSOVER BRIDGE PLAN6
ENGINEERED NON-PENETRATING CROSSOVER BRIDGE:• PROVIDE BASE PLATES WITH PROTECTION
FOR ROOFING.• PROVIDE 100 mm CLEARANCE FROM
UNDERSIDE OF BRIDGE TO TOP OF PARAPET FLASHING.
• PROVIDE 1000 mm LONG X 900 mm CLEAR WIDTH LANDING COMPLETE WITH HANDRAILS AND KNEE RAILS.
• PROVIDE 900 mm CLEAR WIDTH STAIRS AT 45° ANGLE COMPLETE WITH HANDRAILS AND KNEE RAILS.
• PROVIDE ENGINEER STAMPED SHOP DRAWINGS.
1 : 50A5ACCESS HATCH UPPER PLAN13
1 : 100A5ROOF ACCESS RCP9
REVISIONS
# DESCRIPTION DATE
1 ISSUED FOR TENDER / PERMIT JAN 23/20
1 : 100A5ROOF ACCESS RCP DEMO10
NORTH
TRUE
PROJECT NORTH
Simcoe CountyDistrict School Board
1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570
OF
Stamp
4484
J.K.JEFFERYLICENCE
Stamp
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