2075 5TH LINE RR#1, LEFROY, ONTARIO, L0L 1W0 · L0L 1W0 A2 1 : 100 1 ROOF PLAN ROOFING LEGEND N O R...

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


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



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



DATE:

SCALE:

DRAWN BY:

CHECKED BY:

DRAWING TITLE:

PROJECT NAME:

PROJECT NO.



DRAWING NO.

As indicated

22/01/2020 3:52:30 PM


ROOF PLAN

AUG 29/19

DDH

JJ

12265T


A2


1 : 100A2ROOF PLAN1

ROOFING LEGEND

NORTH

TRUE

PROJECT NORTH

ROOFING AND HVAC REPLACEMENT SCOPE OFWORK NOTES

REVISIONS

# DESCRIPTION DATE




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


5244

U/S OF GYM DECK4813

21

275

Sim26A3

20A3


U/S OF STEEL DECK3416


5244

U/S OF GYM DECK4813

21Sim

20A3


5244

U/S OF GYM DECK4813

QSim

20A3


5244

U/S OF GYM DECK4813

10Sim

20A3


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


3072


IT/O MAIN ROOF

PARAPET FRAMING3800

23A3


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


B


3800



PT WOOD FRAMED PARAPET WITH SLOPED TOP

ROOFING SYSTEM PER SPEC


TO TOP OF PARAPET

LINE OF ROOFING MEMBRANES CONTINUOUS UP AND OVER

PARAPET TO HOOK STRIP

NEW ROOFING CANT




19T/O MAIN ROOF

PARAPET FRAMING3800


Sim25A3

B


3800


EXISTING STRUCTURAL STEEL DECK

CONTINUOUS DRIP

PT WOOD FRAMED PARAPET WITH SLOPED TOP SPANNING OVER EIFS SECTION



TO TOP OF PARAPET

LINE OF ROOFING MEMBRANES CONTINUOUS UP

AND OVER PARAPET TO FLASHING BACKSLOPE

NEW ROOFING CANT


EXISTING EIFS FINISH ON CMU WALL


22T/O MAIN ROOF

PARAPET FRAMING3800


30A3

174

AT/O MAIN ROOF

PARAPET FRAMING3800


Sim30A3

24T/O MAIN ROOF

PARAPET FRAMING3800


Sim30A3

PT/O MAIN ROOF

PARAPET FRAMING3800


Sim30A3

R PT/O MAIN ROOF

PARAPET FRAMING3800


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





TO TOP OF PARAPET

LINE OF ROOFING MEMBRANES CONTINUOUS

UP AND OVER PARAPET

NEW ROOFING CANT


EXISTING BRICK VENEER


5244

U/S OF LOW ROOFDECK

2705


3072

367

EXISTING ROOF STRUCTURAL FRAMING






TO TOP OF PARAPET


UP AND OVER PARAPET

NEW ROOFING CANT


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


3800



CONTINUOUS DRIP




TO TOP OF PARAPET


UP AND OVER PARAPET

NEW ROOFING CANT


EXISTING EIFS FINISH ON FRAMING

CONTINUOUS DRIP AND HOOK STRIPSR



3800






TO TOP OF PARAPET

LINE OF ROOFING MEMBRANES CONTINUOUS UP AND OVER PARAPET TO

HOOK STRIP

NEW ROOFING CANT


EXISTING OVERHANG TRIM TO REMAIN

EXISTING ROOF EDGE FRAMING

22


3800



CONTINUOUS DRIP AND HOOK STRIP




TO TOP OF PARAPET


UP AND OVER PARAPET

NEW ROOFING CANT


EXISTING BRICK VENEER FINISHED CAVITY WALL


EXISTING STRUCTURAL ROOF FRAMING

24


3800



CONTINUOUS DRIP




TO TOP OF PARAPET


UP AND OVER PARAPET

NEW ROOFING CANT


EXISTING EIFS FINISH ON FRAMING


EXISTING STRUCTURAL ROOF FRAMING

F


3800


Sim31A3

EQEQ



3800

Sim31A3

2438 2438

2438

2438

1%1%

1%

1%

13

A3

Sim

TAPERED SUMP

2438 TAPERED SUMP

25MM OVERLAY INSULATION

50MM BASE INSULATION



DATE:

SCALE:

DRAWN BY:

CHECKED BY:

DRAWING TITLE:

PROJECT NAME:

PROJECT NO.



DRAWING NO.

As indicated

22/01/2020 3:52:35 PM


ROOFING DETAILS

AUG 29/19

DDH

JJ

12265T


A3


1 : 25A3WALL SECTION1



1 : 25A3ROOF 1 PARAPET SECTION4








1 : 25A3ROOF SECTION10

1 : 10A3

27TYPICAL PARAPET OVER STUCCOFINISH ON BLOCK WALL




1 : 25A3ROOF 4 TYPICAL PARAPET17


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




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


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


4A4



± 25

00

C107

Sim13A4

Sim13A4

0101

02 02 02 02 02 02 02

8A4 Sim

13A4

Sim13A4

105C103

106


EXISTING WOOD ROOF DECK TO

REMAIN - TYPICAL

0107 0601 0121 2120 1515

T/O MAIN FLOOR0



3800

7A4


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


EXISTING RAMP

EXISTING STAIRS


3072


5244

T/O LOWER FLOOR-813

T/O MAIN FLOOR0

U/S OF WOOD DECK3346U/S OF LOW ROOF

DECK2705


3800

11A4

± 24

50

± 81

3

Sim13A4Sim

13A4



0101

01

08

08

02 02 02 02

02


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


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 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



DATE:

SCALE:

DRAWN BY:

CHECKED BY:

DRAWING TITLE:

PROJECT NAME:

PROJECT NO.



DRAWING NO.

As indicated

22/01/2020 3:52:42 PM


MECHANICAL COORDINATION

AUG 29/19

DDH

JJ

12265T


A4


1 : 100A4RTU-1 COORDINATION RCP1

1 : 100A4RTU-2 RCP2

1 : 100A4RTU-3 RCP3

1 : 100A4MECH PENTHOUSE RCP6

1 : 75A4RTU-1 SECTION 14




1 : 10A4MECHANICAL ROOF CURB FLASHING13



REVISIONS

# DESCRIPTION DATE


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



1 : 10A4EXPANSION JOINT DETAIL10

OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp


U/S OF LOW ROOFDECK

2705

I


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



EXISTING WALL COVERED BY NEW METAL FLASHING


5244


U/S OF GYM DECK4813

IJ

7A5

8A5

NEW EXIT LADDER


NEW LADDER PLATFORM

NEW ROOFING SYSTEM


NEW LADDER

NEW PARAPETT/O GYM PARAPET

FRAMING5244


U/S OF LOW ROOFDECK

2705

71

A5


3800

900

6A5

NEW PARAPET FLASHING

NEW WALL FLASHING



3072


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


5244

T/O MAIN FLOOR0

B12A5

EXISTING JOISTS



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


5244

T/O MAIN FLOOR0

2111A5

914

2500


A5

EXISTING JOISTS


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


4 ROOF PAVERS15

J

3A5

NEW PARAPET

NEW LADDER PLATFORM


1000

604

4 ROOF PAVERS

I

71

A5



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.


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



DATE:

SCALE:

DRAWN BY:

CHECKED BY:

DRAWING TITLE:

PROJECT NAME:

PROJECT NO.



DRAWING NO.

As indicated

22/01/2020 3:52:46 PM


ROOF ACCESS DESIGNS AND ROOFSLOPE PLAN

AUG 29/19

DDH

JJ

12265T


A5


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 : 100A5ROOF ACCESS RCP DEMO10

NORTH

TRUE

PROJECT NORTH



OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp

2075 5TH LINE RR#1, LEFROY, ONTARIO, L0L 1W0 · L0L 1W0 A2 1 : 100 1 ROOF PLAN ROOFING LEGEND N O R...

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Transcript of 2075 5TH LINE RR#1, LEFROY, ONTARIO, L0L 1W0 · L0L 1W0 A2 1 : 100 1 ROOF PLAN ROOFING LEGEND N O R...