ADDENDUM # 4 Solicitation Name: Eastview Secondary School Interior, Mechanical and Fire Protection Upgrades Phase 3 Solicitation No.: 2019-11776T Date of Issue: Wednesday April 17, 2019 Closing Date: Wednesday May 1, 2019 Attached is Addendum # 4 issued by Jeffery Architect. Karen Charlton Purchasing Department kcharlton@scdsb.on.ca

SIMCOE COUNTY DISTRICT SCHOOL BOARD EASTVIEW SECONDARY SCHOOL – INTERIOR, MECHANICAL & FIRE PROTECTION UPGRADES PHASE 3

PROJECT NO. 11776T ADDENDUM 04 JEFFERY ARCHITECT

APRIL 16, 2019 PAGE 1 OF 1

This Addendum forms part of the contract documents and is to be read, interpreted, and coordinated with all other parts. The cost of all contained herein is to be included in the contract sum. The following revisions supersede the information contained in the original drawings and specifications and previous instructions to the extent referenced and shall become part thereof.

PART 1: ARCHITECTURAL

1.1. SECTION 00002 LIST OF DRAWINGS

.1 Replace Section 00002 with the attached (1 page): 1.2. REVISED DRAWINGS

.1 Replace the following Architectural drawing sheets with the attached (5 pages): .1 A-0 COVER .2 A-4 - LIFE SKILLS RENOVATION, FAMILY STUDIES DEMOLITION & OFFICE

REMOVAL .3 A-5 - FAMILY STUDIES RENOVATION .4 A-6 - MILLWORK & MILLWORK SCHEDULE .5 A-7 - MILLWORK & FAMILY STUDIES RCP

PART 2: MECHANICAL

2.1. MECHANICAL ADDENDUM NO. M-1

.1 Provide work shown in MECHANICAL ADDENDUM NO. M-02 .1 See attached (23 pages).

PART 3: ELECTRICAL

3.1. ELECTRICAL ADDENDUM NO. E1

.1 Provide work shown in ELECTRICAL ADDENDUM NO. E1 .1 See attached (5 pages).

END OF ADDENDUM 04

SIMCOE COUNTY DISTRICT SCHOOL BOARD EASTVIEW SS - INTERIOR, MECHANICAL & FIRE PROTECTION UPGRADES PHASE 3

PROJECT NO. 11776T LIST OF DRAWINGS Section 00002

April 3, 2019 Page 1 of 1

ARCHITECTURAL: A-1 PROJECT KEYPLANS & RENOVATIONS A-2 DOORS, WINDOWS, SCREENS, & SCHEDULES A-3 EAST END RENOVATIONS A-4 LIFE SKILLS RENOVATION, FAMILY STUDIES DEMOLITION & OFFICE REMOVAL A-5 FAMILY STUDIES RENOVATION A-6 MILLWORK & MILLWORK SCHEDULE A-7 MILLWORK & FAMILY STUDIES RCP A-8 PHASE 3 1ST FLOOR DEMOLITION REFLECTED CEILING PLAN A-9 PHASE 3 1ST FLOOR REFLECTED CEILING PLAN A-10 PHASE 3 2ND FLOOR DEMOLITION REFLECTED CEILING PLAN A-11 PHASE 3 2ND FLOOR REFLECTED CEILING PLAN STRUCTURAL: S-1 NOTES, EAST END RENOVATION PLANS, & DETAILS S-2 FAMILY STUDIES PLANS & DETAILS MECHANICAL: M1 HVAC - PART GROUND FLOOR PLAN M2 HVAC - PART SECOND FLOOR PLAN M3 HVAC - LIFE SKILL FAMILY STUDY AND EAST END CLASSROOM PLANS M4 HVAC - MECHANICAL ROOM #240 PLANS AND SECTION M5 HVAC - SCHEDULES AND DETAILS PD-1 PLUMBING AND DRAINAGE SP-1 SPRINKLER PROTECTION - SECOND FLOOR PHASE 3 PLAN ELECTRICAL: DE-1 PHASE 3 2ND FLOOR LIGHTING DEMOLITION PLAN E-1 PHASE 3, 1ST FLOOR LIGHTING PLAN E-2 PHASE 3, 2ND FLOOR LIGHTING PLAN E-3 EAST END & LIFE SKILLS RENOVATION PLANS. E-4 FAMILY STUDIES RENOVATIONS E-5 FAMILY STUDIES RENOVATIONS E-6 ELECTRICAL DETAILS. E-7 HOLD OPEN DEVICES & FA RISER E-8 ELECTRICAL SPECIFICATION AND LIGHTING SCHEDULE

END OF LIST OF DRAWINGS

SET

421 GROVE STREETBARRIE, ONTARIO L4M 5S1

EASTVIEW SSPROJECT #: 11776T

INTERIOR, MECHANICAL & FIRE PROTECTIONUPGRADES PHASE 3

TENDER NO. 11776T

ARCHITECTURAL SHEET LISTA-1 PROJECT KEYPLANS & RENOVATIONSA-2 DOORS, WINDOWS, SCREENS, & SCHEDULESA-3 EAST END RENOVATIONSA-4 LIFE SKILLS RENOVATION, FAMILY STUDIES

DEMOLITION & OFFICE REMOVAL

A-5 FAMILY STUDIES RENOVATIONA-6 MILLWORK & MILLWORK SCHEDULEA-7 MILLWORK & FAMILY STUDIES RCPA-8 PHASE 3 1ST FLOOR DEMOLITION REFLECTED

CEILING PLAN

A-9 PHASE 3 1ST FLOOR REFLECTED CEILINGPLAN

A-10 PHASE 3 2ND FLOOR DEMOLITION REFLECTEDCEILING PLAN

A-11 PHASE 3 2ND FLOOR REFLECTED CEILINGPLAN

MECHANICAL SHEET LISTM1 HVAC - PART GROUND FLOOR PLANM2 HVAC - PART SECOND FLOOR PLANM3 HVAC - LIFE SKILL FAMILY STUDY AND EAST

END CLASSROOM PLANS

M4 HVAC - MECHANICAL ROOM #240 PLANS ANDSECTION

M5 HVAC - SCHEDULES AND DETAILSPD1 PLUMBING AND DRAINAGESP-1 SPRINKLER PROTECTION - SECOND FLOOR

PHASE 3 PLAN

ELECTRICAL SHEET LISTDE-1 PHASE 3 2ND FLOOR LIGHTING DEMOLITION

PLAN

E-1 PHASE 3, 1ST FLOOR LIGHTING PLANE-2 PHASE 3, 2ND FLOOR LIGHTING PLANE-3 EAST END & LIFE SKILLS RENOVATION PLANS.E-4 FAMILY STUDIES RENOVATIONSE-5 FAMILY STUDIES RENOVATIONSE-6 ELECTRICAL DETAILS.E-7 HOLD OPEN DEVICES & FA RISERE-8 ELECTRICAL SPECIFICATION AND LIGHTING

SCHEDULE

Simcoe CountyDistrict School Board

1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570

STRUCTURAL SHEET LISTS-1 NOTES, EAST END RENOVATION PLANS, &

DETAILS

S-2 FAMILY STUDIES PLANS & DETAILS

REVISIONS

# DESCRIPTION DATE

3 ISSUED FOR COORDINATION MAR 14/195 ISSUED FOR TENDER/PERMIT APR 03/196 ISSUED FOR ADDENDUM 04 APR 16/19

6

E

S

E

S

WD

DW

S

TYPICAL ABBREVIATIONS:

IMP INSULATED METAL PANELINS INSULATEDLCG LAMINATED CERAMIC GLASSLP LOW POINTMAT MATERIALMF METAL FRAMINGMTL METALNIC NOT IN CONTRACTPDOS POWER DOOR OPERATOR

SYSTEMPREFIN PREFINISHEDPT PAINTSIM SIMILARSOW SCOPE OF WORKSS STAINLESS STEELTB THERMALLY BROKENTERR TERRAZZOTG TEMPERED GLASSTYP TYPICAL

ACT ACOUSTIC CEILING TILEBFBP BARRIER FREE PUSH BUTTONCG CERAMIC GLASSCK CAULKCLG CEILINGCONC CONCRETECONT CONTINUOUSCT CERAMIC TILEC/W COMPLETE WITHDIV DIVISIONEQ EQUALEXIST EXISTINGEXT EXTERIOREXTN EXTENSIONFF FACTORY FINISHFG FLOAT GLASSFIN FINISHEDGB GYPSUM BOARDHM HOLLOW METALIG INSULATED GLASS

BOARDS TO BE REMOVED

± 5994 TACKBOARDS AND WHITE

##020

##022

##020##020 ##020

15001500

A-4

F2

1500

172B

172 172B5

A-4W3

9

WALL CONSTRUCTION:•ABUSE-RESISTANT GB BOTHSIDES OF 152 METAL STUDS•RB WALL BASE BOTH SIDES± 3200 HIGHTO UNDERSIDE OF CEILING GRID

WALL CONSTRUCTION:190 CONCRETE BLOCK(FULL HEIGHT)± 1400 HIGHBULLNOSE TOP

WALL CONSTRUCTION:190 CONCRETE BLOCK(FULL HEIGHT)± 1400 HIGHBULLNOSE TOP

6

A-4

6

A-4

4660

W3

W3

1200

250

1200

250

1200

300

172A##054

##054

##078 ##078

REINSTATE ACT CEILING

5

A-4

##122

##122

##070

##071

##009

##009

##007 ##010

##076

##062

REINSTATE CEILING

NEW WALL TO UNDERSIDE OF EXISTING

CEILING SYSTEM

PAINTED HM FRAME WINDOW

W3

1200

1000

± 30

48

EXISTING FIRE SPRAYED STEEL DECK WITH CONCRETE ABOVE

##071

5

A-4

##071 ##071 ##071 ##071

W3172B

1200

1000

172

172A C1111200

W3 W3

FRR 0 MIN

FRR 30 MIN

FRR 45 MIN

FRR 60 MIN

FRR 90 MIN

FIRE SEPARATIONS LEGEND:

##020

##020

##035

##035

##018 ##018 ##018

##020

##060

##020

##020

##020

##018

##018

##017

##017

##022

##121

##017

##022##050

##017

##017

##017

##017

##017

##017

##017

##017

##017

##046

##046

##040

##040

##041

##040

##022##022

##022 ##022

##022

##018

##050

##040

##045

APPROXIMATE LOCATION OF UNDERGROUND DUCTS FOR

POWER OUTLETS. REMOVE ALL EXPOSED OUTLETS PER ELEC

APPROXIMATE LOCATION OF UNDERGROUND DUCTS

FOR PREVIOUSLY REMOVED POWER OUTLETS

##052

##026##073

##017

##050##058

##058

##058

##050

##017

##022 ##018 ##018

##030

##022

##036

##044

##043

##050

##029

##029##029

##013 ##013

##013 ##013

##018 ##018 ##018

##018

##023 ##019

##059

##050

##022

##029

##018##020

##020

##059

##016

##017

##023 ##023 ##023 ##018 ##018 ##018 ##018 ##018 ##018

##018

##018

##018

##018##018 ##022

##050

##023

PRIVACY CURTAIN AND MILLWORK TO

BE REMOVED

##039

##033

##033

##033

##033

##033

##025

##025

##025

##025

##015

##015

##057

##034

##038

##015

EXISTING LOCKERS

TO REMAIN

##154

##155##154

##154

##154

##154##154

6

6

6

##058

##063

##056

##064

##042

##028

##001

##001

##053

##001

##001

##001

##021

##036

GB BULKHEAD TO BE COMPLETELY REMOVED

##042

##042

##007

##007

##007

##007

##064

1400

BN BN

190

GROUT RE-BAR INTO EXISTING CONCRETE SLAB 100mm MIN.

RBRB

16Ø RE-BAR FULL HEIGHT OF WALL AT 600mm O.C.. FILL BLOCK VOID SOLID WITH CONCRETE.

HOOK TOP END OF RE-BAR.

16Ø X 200mm DOWEL INTO EXISTING WALL AT 400mm O.C.

EXISTING SLAB NEW SLAB

19ø SMOOTH DOWELS X 450 AT 400 O.C. GROUTED INTO EXISTING

SLAB WITH NON-SHRINK GROUT AND SET IN NEW SLAB.

GREASE THIS PART OF DOWEL BEFORE CONCRETE IS POURED

NEW VAPOUR BARRIER

CRUSHED STONE

BACKFILL MATERIAL

PROVIDE THIS DETAIL AT ALL LOCATIONS WHERE EXISTING SLAB IS TO BE CUT AND REPAIRED FOR NEW BELOW GRADE SERVICES

22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6

(705) 739-1757 FAX (705) 739-6798e-mail mail@jeffery-architect.com

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

16/04/2019 3:08:00 PM

LIFE SKILLS RENOVATION, FAMILYSTUDIES DEMOLITION & OFFICEREMOVAL

SEP 21/18

DDH

JJ

11776T

EASTVIEW SS - INTERIOR, MECHANICAL & FIRE PROTECTION UPGRADES PHASE 3

A-4

421 GROVE STREETBARRIE, ONTARIO L4M 5S1

EASTVIEW SS -INTERIOR, MECHANICAL & FIREPROTECTION UPGRADES PHASE 3

Simcoe CountyDistrict School Board

1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570

TRUENORTH

PROJECT NORTH

1 : 100A-4

DEMOLITION PLAN1

1 : 75A-4

CONSTRUCTION PLAN2

1 : 100A-4

LIFE SKILLS RCP7

1 : 100A-4

LIFE SKILLS DEMOLITION RCP4

KEYNOTE SCHEDULE

## DESCRIPTION001 ENTIRE CEILING SHOWN WITH DASHED LINES AND / OR CROSSED TO BE REMOVED. REMOVE ALL ASSOCIATED HANGERS,

WALL MOLDINGS, T-BAR, TILES, FRAMING, BULKHEADS, AND ACCESSORIES. REMOVE HVAC AND PLUMBING MATERIALSPER MECHANICAL. REMOVE FIRE ALARM, DATA, LIGHTING, PUBLIC ADDRESS, AUDIO, AND VIDEO MATERIALS PERELECTRICAL. SECURE EXISTING ABOVE CEILING WIRING IN A LOGICAL AND SAFE MANNER TO REMOVE WORKINTERFERENCE AND SAFETY HAZARDS.

007 CEILING ABOVE AREA SHOWN CROSSED IS BELOW GLASS TUBE WASTE PIPE SYSTEM FOR SCIENCE LABS ABOVE. USECAUTION WHEN WORKING IN THIS AREA. REPORT ALL EXISTING SYSTEM DAMAGE TO OWNER PRIOR TO COMMENCINGWORK. ALL ISSUES NOT REPORTED PRIOR TO COMMENCING THE WORK WILL BE THE RESPONSIBILITY OF THECONTRACTOR.

009 LIGHT FIXTURE TO BE RELOCATED PER ELEC.010 REMOVE AND REINSTATE EXISTING CEILING SHOWN CROSSED AS NECESSARY TO PROVIDE THE WORK013 SEAL DOOR TO PROVIDE DUST AND DEBRIS BARRIER.015 APPROXIMATE LOCATION OF UNDERFLOOR ELECTRICAL DUCTS.016 BASE CABINET TO BE REMOVED.017 UPPER CABINET TO BE REMOVED.018 TALL STORAGE CABINET TO BE REMOVED.019 COUNTERTOP TO BE REMOVED.020 WALL-MOUNTED CHALK BOARD, TACK BOARD OR WHITE BOARD TO BE REMOVED. CAP REMAINING TRIMS AND

ACCESSORIES. REMOVE ALL MOUNTING HARDWARE. FILL ALL MOUNTING HOLES. REMOVE ALL ADHESIVES. PATCH ANDREPAINT WALL.

021 PROJECTION SCREEN AND MOUNTINGS TO BE REMOVED.022 COUNTERTOP WITH BASE CABINETS TO BE REMOVED.023 OPEN SHELVING TO BE REMOVED.025 CROSSHATCHED AREA INDICATES APPROXIMATE AREA OF EXISTING CONCRETE SLAB AND FOUNDATION WALL TO BE

REMOVED AND REINSTATED TO PROVIDE STRUCTURAL WORK. FINISH EDGES FLUSH WITH ADJACENT SURFACES.026 DOOR TO BE REMOVED.028 SCREEN TO BE REMOVED.029 WALL TO BE REMOVED.030 WOOD FRAMED RAISED FLOOR TO BE REMOVED.033 VCT FLOORING AND WALL BASE IN AREA SHOWN CROSSED TO BE REMOVED.034 WALL TO BE REMOVED FOR NEW OPENINGS035 FIRE EXTINGUISHER CABINET TO BE REMOVED.036 SLOPED MIRROR AND BACKFRAMING AT CEILING TO BE REMOVED.038 WALL-MOUNTED MIRRORS TO BE REMOVED.039 FLOOR-MOUNTED POWER RECEPTACLE TO BE REMOVED PER ELEC. REMOVE ELECTRICAL MATERIALS TO 100mm BELOW

FINISHED FLOOR. FILL IN VOID WITH CONCRETE FLUSH THIS ADJACENT SLAB. TYPICAL FOR ALL FLOOR-MOUNTEDRECEPTACLES IN THIS VIEW. TO BE REMOVED.

040 ELECTRIC STOVE TO BE REMOVED BY OWNER. POWER TO BE REMOVED PER ELEC. VENTING TO BE REMOVED PER MECH.TO BE REMOVED BY OWNER.

041 GAS STOVE TO BE REMOVED BY OWNER. POWER TO BE REMOVED PER ELEC. VENTING AND GAS SUPPLY TO BE REMOVEDPER MECH.

042 PROJECTOR TO BE REMOVED BY OWNER. DATA AND POWER TO BE REMOVED PER ELEC.043 LAUNDRY WASHING MACHINE TO BE REMOVED BY OWNER. PLUMBING TO BE REMOVED PER MECH. POWER TO BE

REMOVED PER MECH.044 LAUNDRY DRYER TO BE REMOVED BY OWNER. POWER TO BE REMOVED PER ELEC. VENTING TO BE REMOVED PER MECH.045 DISHWASHER TO BE REMOVED BY OWNER. PLUMBING TO BE REMOVED PER MECH. POWER TO BE REMOVED PER ELEC.046 REFRIGERATOR TO BE REMOVED BY OWNER. POWER TO BE REMOVED PER ELEC.050 SINK AND PLUMBING TO BE REMOVED PER MECH.052 LAUNDRY DRYER VENTING TO BE REMOVED PER MECH.053 KITCHEN RANGE HOOD AND DUCTWORK TO BE REMOVED PER MECH.054 LOW CMU WALL ANCHORED TO EXISTING CONCRETE SLAB AND CMU WALL. BULLNOSE ALL EXPOSED CORNERS

INCLUDING TOP. PROVIDE DOWELS INTO EXISTING CMU WALL EVERY OTHER BLOCK COURSE. FILL VOIDS IN EXISTINGWALL WITH CONCRETE TO HOLD DOWELS. PROVIDE 16mm DIAMETER VERTICAL RE-BAR AT 600mm O.C. GROUTED 100mmMINIMUM INTO EXISTING CONCRETE SLAB. FILL REINFORCED BLOCK VOIDS SOLID. PROVIDE RUBBER BASE TO MATCHEXISTING.

056 HVAC FIXTURE, FITTING, OR ACCESSORY TO BE REMOVED PER MECH. TYPICAL FOR ALL HVAC MATERIALS ASSOCIATEDWITH CEILING SYSTEMS SHOWN TO BE REMOVED.

057 APPLIANCE POWER TO BE REMOVED PER ELEC.058 TYPICAL - LIGHT FIXTURE TO BE REMOVED PER ELEC.059 ELECTRICAL PANEL TO BE REMOVED PER ELEC.060 TELEPHONE AND / OR DATA DEVICE TO BE REMOVED PER ELEC.062 EXISTING GB BULKHEAD WITH PAINTED MURAL TO BE PROTECTED AND REMAIN IN PLACE. TO BE REMOVED PER ELEC.063 FIRE ALARM DEVICE TO BE REMOVED PER ELEC.064 DATA DEVICE TO BE REMOVED PER ELEC.070 REINSTATE ACT CEILING SYSTEM TO MATCH EXISTING LAYOUT AND FINISHES. PROVIDE NEW CEILING TILES.071 BRACE TOP OF WALL BACK TO STRUCTURE ABOVE CEIING AT 1200 O.C. PATCH FIRE SPRAY EFFECTED BY THE WORK.073 EXISTING COLUMN TO REMAIN. PARGE AND PAINT EXPOSED SURFACES.076 EXISTING PROJECTOR TO REMAIN.078 PATCH AND REPAINT EXISTING WALLS IN THIS AREA THAT HAVE BEEN EFFECTED BY THE WORK. MATCH ADJACENT WALL

MATERIALS AND FINISHES.121 EXISTING CONTROL PANEL PER ELEC.122 RELOCATED LIGHT FIXTURE PER ELEC.154 HATCHED AREA INDICATES AREA OF FLOOR TO BE TRENCHED FOR UNDERSLAB WORK PER MECH. REINSTATE WORK PER

CONCRETE SLAB ON GRADE REINSTATEMENT DETAIL. MATCH EXISTING ADJACENT FINISHES.155 EXISTING TERRAZZO ON CONCRETE FLOOR TO BE CAREFULLY CUT AND REINSTATED FOR MECHANICAL TRENCHWORK.

1 : 25A-4

LIFE SKILLS WINDOW SECTION5

1 : 50A-4

172 EAST ELEVATION9

1 : 75A-4

DEMOLITION PLAN3

1 : 100A-4

DEMOLITION RCP8

1 : 25A-4

LIFE SKILLS LOW WALL SECTION6

1 : 20A-4

10CONCRETE SLAB ON GRADEREINSTATEMENT

REVISIONS

# DESCRIPTION DATE

1 ISSUED FOR PRELIMINARY REVIEW OCT 30/182 ISSUED FOR COORDINATION MAR 12/193 ISSUED FOR COORDINATION MAR 14/195 ISSUED FOR TENDER/PERMIT APR 03/196 ISSUED FOR ADDENDUM 04 APR 16/19

OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp

DW

DW

TYPICAL ABBREVIATIONS:

IMP INSULATED METAL PANELINS INSULATEDLCG LAMINATED CERAMIC GLASSLP LOW POINTMAT MATERIALMF METAL FRAMINGMTL METALNIC NOT IN CONTRACTPDOS POWER DOOR OPERATOR

SYSTEMPREFIN PREFINISHEDPT PAINTSIM SIMILARSOW SCOPE OF WORKSS STAINLESS STEELTB THERMALLY BROKENTERR TERRAZZOTG TEMPERED GLASSTYP TYPICAL

ACT ACOUSTIC CEILING TILEBFBP BARRIER FREE PUSH BUTTONCG CERAMIC GLASSCK CAULKCLG CEILINGCONC CONCRETECONT CONTINUOUSCT CERAMIC TILEC/W COMPLETE WITHDIV DIVISIONEQ EQUALEXIST EXISTINGEXT EXTERIOREXTN EXTENSIONFF FACTORY FINISHFG FLOAT GLASSFIN FINISHEDGB GYPSUM BOARDHM HOLLOW METALIG INSULATED GLASS

FRR 0 MIN

FRR 30 MIN

FRR 45 MIN

FRR 60 MIN

FRR 90 MIN

FIRE SEPARATIONS LEGEND:

J

1211

8295 140 2143

A-54 10

A-5

154B

154A

154D

154

152

8263 140 2175

488 1125 679 1089

K

I

9

11

2660

2800

8

W2

##113

##109

##107

##107 ##107##108

##108

##114

##120##120

##120

##120 ##110

##110

##110

##114

##074

##120

##153

##110

##096

##096

C114

12

A-55 7

##104

##104 ##104

##104 ##104

A-56

##094

##094

##094

##094

##094

##094

##094

##094

##094

##025

##145 ##025

##073

9 S

EW

ING

ST

AT

ION

S @

900

mm

WID

E

4 SEWING STATIONS @ 900mm WIDE

7 S

EW

ING

ST

AT

ION

S @

900

mm

WID

E

##082

##094

##094

##094

##094

##094

##094

##094

##094##094##094##094

@ 9

00m

m W

IDE

3 S

EW

ING

ST

AT

ION

S

A-52 3

A-5

5 Sim

2719

3200

1200

A-5 5

Sim

##025

3038

2358

4800

1140

A-7

12

A-77

##103

##103

##103

##103

670

10

A-4

154A

15

4B

##118

##118

##117

A-7

8

9

3893

140

3893

A-73

##104

A-74

1572

CS1

##077

##077

##077

##143

##143

##143

##111

W1 W1

##117 ##117

OPENING

1500 ROUGH

PER STRUC

790 PIER

OPENING

1790 ROUGH

PER STRUC

790 PIER

OPENING

1500 ROUGH

154C

##118

##144##144

10

A-4

##156

EXIST TERR

EXIST TERR

EXIST TERR

EXIST TERR

TERR PATCH

EXIST TERR

VCT

EXIST TERR

VCT

VCT VCT

##157

6

6##157

11090

11090

##157

90110

450

790

6

##158

##158##159

6

6

800 800 800 800 400 400 800 800 800 400 300 600

TS4

BD3

CP1CP2

UMW

BCC

BD2

UHCUHCUS5 US6

US6

US5

##107 ##107

##120

##108

BCVBD3BCV BS4 BSS

CP2

600 800 500 344 581

350

##114

CP1

CS4

USP

800800300600

BD2

US6 US6

BCV

CP1

BSS BD1 BCCFP2BCC BSS BD3

USC

##120 ##120

US1

TS1

CG1

##158VCC

VCC

##159##158

6

6

600 300 400 800 400 800 800 800

W2

700 800

900

##109

##110

##108##123

100

BD3BMWBSCBC1TWOBCVBCCBSS

US6USPUHC

CP2TS4

850

900

450

750

CHA

##159

VCC

600 300 400 800 610 19 800 700 800 400 400 796 400 300 600

CP1 CP1

UMW

CP2

BD2

BSSBCC

BSS

FP2

BD2 BS3

UHCUHCUS6 US4 US5 USCUS6

USC

##120 ##120

##108

##107

##110

##114

BCVBS4

BSS

CP3CP3

BMW BC2BC2BC1

400 800 400 800 800 800 800

##120

##107##110

9

A-6

BCV

##097

22

A-6

CS2

BS2BS2BS2BS2

CS1

CG1CG1

DB1

800 800 800 800 19 900 900 900

712

38

##080

21

A-6

CG1 CG1

22

A-6

CS2

BS1BS1 BS1CG1

BS1

##080

##073

19 800 800 800 800

##081

21

A-6

CS3

CG1 CG1CG1CG1CG1

US3 US3US3US3US3 US3US3US3

8100

CG1

DB1 DB1 DB1 DB1 DB1

CS3

9 SEWING STATIONS @ 900mm WIDE

TS1 TS1 TS1 TS1 TS1

800 800 800 800 800

1500

2100

4

A-6

CR1

BC1 BCV

CS4

CG1CG1CG1CG1

US1 US1 US1 US1 US1 US1

1200 1200 1200 19

750

500

750

2000

22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6

(705) 739-1757 FAX (705) 739-6798e-mail mail@jeffery-architect.com

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

16/04/2019 3:08:06 PM

FAMILY STUDIES RENOVATION

SEP 21/18

DDH

JJ

11776T

EASTVIEW SS - INTERIOR, MECHANICAL & FIRE PROTECTION UPGRADES PHASE 3

A-5

421 GROVE STREETBARRIE, ONTARIO L4M 5S1

EASTVIEW SS -INTERIOR, MECHANICAL & FIREPROTECTION UPGRADES PHASE 3

Simcoe CountyDistrict School Board

1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570

TRUENORTH

PROJECT NORTH

1 : 50A-5

CONSTRUCTION PLAN1

1 : 50A-5

KITCHEN SOUTH9

1 : 50A-5

KITCHEN NORTH11

1 : 50A-5

KITCHEN EAST10

1 : 50A-5

KITCHEN WEST4

KEYNOTE SCHEDULE

## DESCRIPTION025 CROSSHATCHED AREA INDICATES APPROXIMATE AREA OF EXISTING CONCRETE SLAB AND

FOUNDATION WALL TO BE REMOVED AND REINSTATED TO PROVIDE STRUCTURAL WORK. FINISHEDGES FLUSH WITH ADJACENT SURFACES.

073 EXISTING COLUMN TO REMAIN. PARGE AND PAINT EXPOSED SURFACES.074 PATCH WALL AT REMOVED ITEMS TO MATCH EXISTING ADJACENT WALL MATERIALS AND FINISHES.077 WALL MOUNTED FRAMELESS MIRROR. 762mm WIDE BY 1626mm HIGH INSTALLED 200 AFF.080 BLEND FLOORS OVER EXISTING FOUNDATION WALL. PROVIDE 150mm DEEP CONCRETE SLAB OVER

EXISTING FOUNDATION WALL DOWELLED TO EXISTING SLABS.081 EXISTING CONCRETE FOUNDATION WALL.082 CUTTING COUNTER TOP WITH BASE CABINET OPEN SHELVING. POWER PER ELEC.094 PERIMETER WALL SEWING STATION WITH UPPER CABINETS. POWER PER ELEC.096 TEACHER MILLWORK WITH SLIDING WHITE BOARDS AND PROJECTOR. PROJECTOR PROVIDED AND

INSTALLED BY OWNER. PROJECTOR DATA AND POWER PER ELEC. COORDINATE CUTOUTS PERELEC.

097 PROVIDE FILLER PANEL AT ALL GAPS BETWEEN MILLWORK AND WALL 25mm WIDE OR LESS.TYPICAL.

103 SHELVING BY OWNER.104 LOW WALL SEWING STATION. COUNTINUOUS COUNTERTOP FOR ALL ADJACENT STATIONS.

PROVIDE ONE STAINLESS STEEL 75mm DIA X 50mm DEEP GROMMET PER STATION. PROVIDE ONEDRAWER UNDER COUNTER PER STATION. PROVIDE ONE DUPLEX POWER OUTLET PER STATION INKNEE SPACE UNDER COUNTER PER ELEC. SUPPORT COUNTER WITH FREE STANDING GABLES INALUMINUM CHANNELS FASTENED TO FLOOR. PROVIDE CONTINUOUS WALL BASE ON WALL.

107 ELECTRICAL STOVE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. FLOORING TO BECONTINUOUS UNDERNEATH. POWER PER ELEC. STOVE TO HAVE RANGE HOOD AND VENTING PERMECH WITH POWER AND LIGHTING PER ELEC.

108 REFRIGERATOR PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. POWER PER ELEC.FLOORING TO BE CONTINUOUS UNDERNEATH.

109 CABINET-MOUNTED ELECTRICAL WALL OVEN PROVIDED BY OWNER AND INSTALLED BYCONTRACTOR. POWER PER ELEC. COORDINATE CABINET CUTOUTS WITH ELEC ANDMANUFACTURER INSTALLATION REQUIREMENTS.

110 MICROWAVE OVEN PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. POWER PER ELEC.COORDINATE POWER WITH MILLWORK.

111 STACKED LAUNDRY WASHER AND DRYER PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR.PLUMBING AND VENTING PER MECH. POWER PER ELEC. FLOORING TO BE CONTINUOUSUNDERNEATH. PROVIDE TRENCHING AND REINSTATEMENT AS NECESSARY FOR INSTALLATION OFSERVICES.

113 2 BURNER ELECTRIC COOK-TOP PER ELEC MOUNTED IN MILLWORK. COORDINATE POWER WITHMILLWORK. COOK-TOP TO HAVE RANGE HOOD ABOVE PER ELEC WITH HVAC DUCTING PER MECH.

114 DISHWASHER PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. PLUMBING PER MECH.POWER PER ELEC. FLOORING TO BE CONTINUOUS UNDERNEATH. DISHWASHER TO BE LOCATEDUNDER COUNTER.

117 WINDOW LINTEL PER STRUC.118 DOOR LINTEL PER STRUC.120 SINK PER MECH. COORIDATE WITH MILLWORK.123 RANGE HOOD PER ELEC. DUCTING PER MECH.143 WORK TABLES BY OWNER144 TOOTH IN REINFORCED BLOCK PER STRUC.145 CROSSHATCHED AREA INDICATES APPROXIMATE AREA OF UNEVEN CONCRETE SLAB AT EXISTING

FOUNDATION WALL. REMOVE FOUNDATION WALL TO 150mm BELOW FINISHED FLOOR. REMOVEAND REINSTATE CONCRETE SLAB AS NECESSARY TO PROVIDE FLUSH SUBSTRATE FOR NEWFLOORING.

153 ISLAND ELECTRICAL STOVE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. FLOORINGTO BE CONTINUOUS UNDERNEATH. POWER PER ELEC. STOVE TO HAVE RANGE HOOD PER MECHWITH HVAC DUCTING PER MECH.

156 GREASE INTERCEPTOR PER MECH.157 110mm WIDE MECHANICAL CHASE WITH 90mm CMU TO 100mm ABOVE CEILING MIN. LAYOUT OF

CHASE TO ACCOMMODATE KITCHEN LAYOUT.158 SINK PLUMBING AND VENTING TO BE ROUTED HORIZONTALLY THROUGH BASE MILLWORK TO

VERTICAL CHASE. PIPES TO BE RUN ALONG BACK OF MILLWORK AND AS HIGH AS POSSIBLE.MILLWORKER TO PROVIDE 300mm HIGH X 100mm DEEP HORIZONTAL CHASE WITH REMOVABLECOVER IN CABINETS BETWEEN SINK AND VERTICAL CHASE. HORIZONTAL CHASE TO BE TIGHT TOTOP OF BASE CABINET.

159 MILLWORKER TO PROVIDE VERTICAL CHASE IN CORNER FOR SINK PLUMBING AND VENTING. PIPESTO BE RUN AS FAR INTO THE CORNER AS POSSIBLE. CUT OUT CORNER OF COUNTERTOP TOPPROVIDE OPENING FOR PIPES. COVER PIPES BETWEEN COUNTER AND UNDERSIDE OF UPPERCABINET. UPPER CABINET TO HAVE SPACE IN CORNER BEHIND CABINET. COVER PIPES ABOVEUPPER CABINET TO UNDERSIDE OF CEILING.

FAMILY STUDIES VIEW FROM NE CORNERFAMILY STUDIES VIEW FROM NE CORNER

FAMILY STUDIES VIEW FROM SE CORNERFAMILY STUDIES VIEW FROM SE CORNER FAMILY STUDIES VIEW FROM SW CORNERFAMILY STUDIES VIEW FROM SW CORNER

1 : 50A-5

TEACHER KITCHEN FRONT ELEVATION8

1 : 50A-5

LAUNDRY AREA ELEVATION12

1 : 50A-5

WEST SEWING ISLAND ELEVATION7

1 : 50A-5

EAST SEWING ISLAND ELEVATION6

1 : 50A-5

TYPICAL WALL SEWING STATION5

1 : 50A-5

154B WORKROOM EAST ELEVATION3

1 : 50A-5

154B WORKWORK WEST ELEVATION2

REVISIONS

# DESCRIPTION DATE

1 ISSUED FOR PRELIMINARY REVIEW OCT 30/182 ISSUED FOR COORDINATION MAR 12/193 ISSUED FOR COORDINATION MAR 14/195 ISSUED FOR TENDER/PERMIT APR 03/196 ISSUED FOR ADDENDUM 04 APR 16/19

OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp

MILLWORK TAG. ### REFERS TO MILLWORK MARK NUMBER. SEE MILLWORK SCHEDULE

REFER TO SECTION 06200 FINISH CARPENTRY.

LAYOUTS:1. REFER TO DRAWINGS FOR DOOR SWINGS.

TYPICAL MILLWORK NOTES:###

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

100

75KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

19mm DOOR WITH PULL

POSTFORM COUNTERTOP

ADJUSTABLE SHELVES ON RECESSED PILASTERS

MILLWORK SCHEDULE

DEPTH PER

BOTTOM

BACK

54

FACE OF WALL

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

19mm DOOR WITH PULL

POSTFORM COUNTERTOP

ADJUSTABLE SHELF ON RECESSED PILASTERS

MILLWORK SCHEDULE

DEPTH PER

BOTTOM

BACK

200

50

75 100

DRAWER WITH PULL

150

FACE OF WALLFACE OF WALL

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

100

KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

19mm DOUBLE HINGED DOORS WITH PULL

POSTFORM COUNTERTOP

100

ADJUSTABLE SHELF ON RECESSED PILASTERS

600

BOTTOM

BACK

900

75

23

A-6

FACE OF WALL

900

600 DOUBLE HINGED DOORS

FRONT EDGE OF ADJUSTABLE SHELF

LINE OF WALL

600

900

BACK

FRONT EDGE OF CABINET BOTTOM

150

150

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

POSTFORM COUNTERTOP

MILLWORK SCHEDULE

DEPTH PER

BOTTOM

BACK

50

DRAWER WITH PULL 50 150

EQ

EQ

100

DRAWER WITH PULL

DRAWER WITH PULL

75

FACE OF WALL

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

POSTFORM COUNTERTOP

BOTTOM

EXPOSED BACK

DRAWER WITH PULL

MILLWORK SCHEDULE

DEPTH PER

360

100

50

FIXED SHELF

EXPOSED SIDE

50

FRONT PANEL

FACE OF WALL

75

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

19mm DOOR WITH PULL

POSTFORM COUNTERTOP

ADJUSTABLE SHELF ON RECESSED PILASTERS

MILLWORK SCHEDULE

DEPTH PER

BOTTOM

BACK

200

FALSE FRONT

150

CUTOUT FOR ELECTRIC COOKTOP

10075

FACE OF WALL

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

19mm DOOR WITH PULL

POSTFORM COUNTERTOP

MILLWORK SCHEDULE

DEPTH PER

BOTTOM

BACK

200

FALSE FRONT

150

CUTOUT FOR SINK

10075

FACE OF WALL

CAULK ALL EDGES

CABINET

DEPTH OF BASE

TYPICAL EDGE OVERHANG 30 mm

100mm HIGH WATERFALL BACKSPLASH WITH SCRIBE

TOP OF BASE CABINET

FILLERS AS NECESSARY

BUILT UP NO DRIP FRONT EDGE

FACE OF WALLCAULK ALL EDGES

MILLWORK SCHEDULE

DEPTH PERTOP OF SUPPORT

FILLERS AS NECESSARY. PROVIDE MIDDLE FILLER AT COUNTERS DEEPER THAN 630mm OR WITH FRONT EDGES THAT ARE UNSUPPORTED FOR MORE THAN 800mm.

BUILT UP FRONT EDGE WITH PVC EDGE BANDING

FACE OF WALL

TOP OF WALL

BUILT UP FRONT EDGE WITH PVC EDGE BANDING

OF WALL

WIDTH

4019

19

19

NOTE: PROVIDE BUILT UP FRONT EDGE WITH PVC EDGE BANDING FOR ALL EXPOSED WALL FACES OF WALL BEING CAPPED

SELF-EDGED COUNTERTOP

FACE OF WALL

550

300

300

460

METAL BRACKET BETWEEN SUPPORT GABLES 450mm O.C.

ALUMINUM CHANNEL

45.00°

PVC EDGE BANDING FOR ALL EXPOSED EDGES

750

SELF-EDGED COUNTERTOP

WALL CONSTRUCTION:•GB BOTH SIDES OF 140 METAL

STUDS•RB WALL BASE ALL EXPOSED

FACES± 712 HIGH

700CS1

METAL FRAMING IN LINE WITH ADJACENT CHASE UNDER CUTTING TABLE

CS2

BS2BS1BS1

EXISTING COLUMN TO REMAIN

CHASE SPACE

30 400 140 600 30

30

60019

30

FP1

BASE CABINET PER ELEVATIONS

CP3

2100

350

400

1350

TOP OF FINISHED FLOOR

FACE OF WALL

550

750

19mm DOOR WITH PULL

TOP

CONTINUOUS 13mm BACK

19mm FIXED SHELF

MICROWAVE OVEN. COORDINATE POWER WITH ELEC

19mm FIXED SHELF

BOTTOM

BACK

FACE OF WALL

PE

R E

LE

VA

TIO

NS

MO

UN

TIN

G H

EIG

HT

ADJUSTABLE SHELVES ON RECESSED PILASTERS

TOP

19mm DOOR WITH PULL

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

TOP OF FINISHED FLOOR

MILLWORK SCHEDULE

DEPTH PER

600 35

0

350

25 EDGE OF 19mm ADJUSTABLE SHELF

19mm DOOR WITH PULL. SWING PER ELEVATIONS.

19mm BACK

19mm SIDE PANEL

19mm SIDE PANEL

7

A-6

SIM

7

A-6

SIM

600

SEE 15 / A-7FOR CORNER CHASE6

KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

ADJUSTABLE SHELVES ON RECESSED PILASTERS

MILLWORK SCHEDULE

DEPTH PER

BOTTOM

BACK

FACE OF WALL

HE

IGH

T P

ER

MIL

LW

OR

K S

CH

ED

UL

E

2000

ADJUSTABLE SHELVES ON RECESSED PILASTERS

FIXED SHELF

75

TOP

KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

ADJUSTABLE SHELVES ON RECESSED PILASTERS

BOTTOM

BACK

FACE OF WALL

HE

IGH

T P

ER

MIL

LW

OR

K S

CH

ED

UL

E

2000

ADJUSTABLE SHELVES ON RECESSED PILASTERS

FIXED SHELF

TOP

19mm DOOR WITH PULL

MILLWORK SCHEDULE

DEPTH PER

75

FACE OF WALL

TOP

2100

100

600

792

608

19mm DOOR WITH PULL

19mm ADJUSTABLE SHELF WITH RECESSED PILASTERS

19mm FIXED SHELF

19mm FALSE FRONT CUTOUT FOR WALL OVEN

WALL OVEN

CONTINUOUS BACK

19mm FIXED SHELF WITH 19mm FRAMING BELOW

19mm FALSE FRONT CUTOUT FOR WALL OVEN

BOTTOM

19mm DOOR WITH PULL

19mm ADJUSTABLE SHELF WITH RECESSED PILASTERS

650

75 KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

TYPICAL ABBREVIATIONS:

IMP INSULATED METAL PANELINS INSULATEDLCG LAMINATED CERAMIC GLASSLP LOW POINTMAT MATERIALMF METAL FRAMINGMTL METALNIC NOT IN CONTRACTPDOS POWER DOOR OPERATOR

SYSTEMPREFIN PREFINISHEDPT PAINTSIM SIMILARSOW SCOPE OF WORKSS STAINLESS STEELTB THERMALLY BROKENTERR TERRAZZOTG TEMPERED GLASSTYP TYPICAL

ACT ACOUSTIC CEILING TILEBFBP BARRIER FREE PUSH BUTTONCG CERAMIC GLASSCK CAULKCLG CEILINGCONC CONCRETECONT CONTINUOUSCT CERAMIC TILEC/W COMPLETE WITHDIV DIVISIONEQ EQUALEXIST EXISTINGEXT EXTERIOREXTN EXTENSIONFF FACTORY FINISHFG FLOAT GLASSFIN FINISHEDGB GYPSUM BOARDHM HOLLOW METALIG INSULATED GLASS

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

KICK PLATE WITH WALL BASE PER ROOM FINISH SCHEDULE

19mm DOOR WITH PULL

POSTFORM COUNTERTOP

13mm THICK VERTICAL DIVIDERS SLOTTED 5mm INTO BOTTOM AND FIXED SHELF

MILLWORK SCHEDULE

DEPTH PER

BOTTOM

BACK

DRAWER WITH PULL

FACE OF WALLFACE OF WALL

200

50 150

FIXED SHELF

TOP OF FINISHED FLOOR

COAT ROD

FIXED SHELF

EXPOSED BACK FASTENED TO WALL

PVC EDGE BANDING ON ALL EXPOSED EDGES

400

EL

EV

AT

ION

S

HE

IGH

T P

ER

65

R 100

R 100

19

160

450

19mm BRACKETS AT BOTH ENDS AND AT 1200mm O.C. MAX

300

50

FASTENERS @ 450mm O.C. MAX

1750

100

TOP OF FINISHED FLOOR

RANGE HOOD PER ELEC MOUNTED TO MILLWORK

DUCT PER MECH

FRAMING MOUNTED TO WALL

38mm FRAMING - TYPICAL

19mm FIXED PANEL

200

19mm ACCESS PANEL

ACT CEILING

19mm PANEL WITH CUTOUTS FOR DUCTS AND POWER

22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6

(705) 739-1757 FAX (705) 739-6798e-mail mail@jeffery-architect.com

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

16/04/2019 3:08:07 PM

MILLWORK & MILLWORK SCHEDULE

SEP 21/18

DDH

JJ

11776T

EASTVIEW SS - INTERIOR, MECHANICAL & FIRE PROTECTION UPGRADES PHASE 3

A-6

421 GROVE STREETBARRIE, ONTARIO L4M 5S1

EASTVIEW SS -INTERIOR, MECHANICAL & FIREPROTECTION UPGRADES PHASE 3

MILLWORK SCHEDULE - REFER TO SECTION 06200 FINISH CARPENTRY

## COUNT DESCRIPTION WIDTH DEPTH HEIGHT COMMENTSBC1 2 BASE DRAWER &

SHELF CABINET400 600 860 • 19mm DOOR.

• 150mm HIGH DRAWER.• 19mm ADJUSTABLE SHELF

BC2 2 BASE DRAWER &SHELF CABINET

800 600 860 • PAIR OF 19mm DOORS.• 150mm HIGH DRAWER W TWO PULLS.• 19mm ADJUSTABLE SHELF

BCC 3 BASE CORNERCABINET

900 900 860 • 19mm DOUBLE HINGED DOORS.• 19mm ADJUSTABLE SHELF

BCV 5 BASE DRAWER &VERTICAL DIVIDERCABINET

400 600 860 • 19mm DOOR.• 150mm HIGH DRAWER.• 4 13mm THICK VERTICAL DIVIDERS

BD1 1 BASE DRAWERCABINET

500 600 860 • TOP DRAWER: 150mm HIGH• MID & BOTTOM DRAWERS: EQUAL HEIGHT

BD2 2 BASE DRAWERCABINET

400 600 860 • TOP DRAWER: 150mm HIGH• MID & BOTTOM DRAWERS: EQUAL HEIGHT

BD3 4 BASE DRAWERCABINET

800 600 860 • TOP DRAWER: 150mm HIGH• MID & BOTTOM DRAWERS: EQUAL HEIGHT• TWO PULLS FOR EACH DRAWER

BD4 18 BASE DRAWERCABINET

400 600 710 • EQUAL HEIGHT LOCKABLE DRAWERS

BMW 2 BASE DRAWERCABINET -MICROWAVE

800 600 860 • DRAWER TO ACCOMMODATE MICROWAVE SHELF SIZE• TWO PULLS FOR DRAWER19mm FIXED SHELF FOR MICROWAVE.• COORDINATE POWER REQUIREMENTS WITH ELEC

BS1 4 BASE SHELFCABINET

800 400 860 • 2 19mm ADJUSTABLE SHELVES

BS2 9 BASE SHELFCABINET

800 600 860 • 2 19mm ADJUSTABLE SHELVES

BS3 1 BASE SHELFCABINET

800 600 860 • PAIR OF 19mm DOORS.• 19mm ADJUSTABLE SHELF

BS4 2 BASE SHELFCABINET

400 600 860 • 19mm DOOR.• 2 19mm ADJUSTABLE SHELVES

BSC 1 BASE SHELFCABINET -ELECTRICCOOKTOP

800 600 860 • PAIR OF 19mm DOORS.• 150mm HIGH FALSE FRONT.• 19mm ADJUSTABLE SHELF.• COORDINATE POWER REQUIREMENTS WITH ELEC

BSS 6 BASE CABINET -SINK

800 600 860 • PAIR OF 19mm DOORS.• 150mm HIGH FALSE FRONT.• COORDINATE SINK AND PLUMBING WITH MECH

CG1 34 COUNTERSUPPORT GABLE

19 550 710 • PVC EDGE BAND ALL EXPOSED EDGES

CHA 1 MILLWORK CHASE 450 250 2500 • 19mm DOOR•19mm PANELS ABOVE AND BELOW DOOR•CHASE TO COVER LAUNDRY VENTING AND PLUMBING. INSTALL 100mm AFF. PROVIDE OPENINGS FORLAUNDRY VENTING AND PLUMBING WITH 6mm GAP MAX. PROVIDE DOOR LOCK. NO PULL.

CP1 3 CORNERPOSTFORMCOUNTERTOP

630 40 • DIMENSIONS PER DRAWINGS• 100mm HIGH BACKSPLASH• CAULK ALL EDGES TO WALLS AND ADJACENT CASEWORK• SEAL EXPOSED CORE MATERIALS AT ALL CUTOUTS

CP2 5 POSTFORMCOUNTERTOP

630 40 • DIMENSIONS PER DRAWINGS• 100mm HIGH BACKSPLASH• CAULK ALL EDGES TO WALLS AND ADJACENT CASEWORK• SEAL EXPOSED CORE MATERIALS AT ALL CUTOUTS

CP3 2 POSTFORMCOUNTERTOP

679 40 • DIMENSIONS PER DRAWINGS• NO BACKSPLASH• NO-DRIP EDGE ON BOTH LONG EDGES• CAULK ALL EDGES TO WALLS AND ADJACENT CASEWORK• SEAL EXPOSED CORE MATERIALS AT ALL CUTOUTS

CR1 1 COAT RACK 900 450 400 • 1 19mm FIXED SHELF.• COAT ROD HARDWARE PER 06200

CR2 1 COAT RACK 2100 450 400 • 1 19mm FIXED SHELF.• COAT ROD HARDWARE PER 06200

CS1 1 SELF-EDGEDCOUNTERTOP

1572 40 • ISLAND SEWING STATION COUNTERTOP• DIMENSIONS PER DRAWINGS• PROVIDE SUPPORT BRACKETS AT WALL 450mm O.C.• PROVIDE ONE STAINLESS STEEL GROMMET PER SEWING STATION

CS2 1 SELF-EDGEDCOUNTERTOP

1200 40 • COUNTERTOP FOR CUTTING TABLE• DIMENSIONS PER DRAWINGS

CS3 3 SELF-EDGEDCOUNTERTOP

700 40 • SEWING STATION COUNTERTOP• DIMENSIONS PER DRAWINGS• PROVIDE CONTINUOUS MIDDLE FILLER• PROVIDE SUPPORT BRACKETS AT WALL 450mm O.C.

CS4 1 SELF-EDGEDCOUNTERTOP

3619 600 40 • WORKSTATION COUNTERTOP

CS5 2 SELF-EDGED WALLTOP

210 38 • CAULK ALL EDGES TO WALLS

CS6 6 SELF-EDGEDCOUNTERTOP

3700 625 40 • DIMENSIONS PER DRAWINGS• 150mm RADIUS ON EXPOSED CORNERS PER PLAN

DB1 26 UNDERCOUNTERDRAWER

• PROVIDE 1 DRAWER PER SEWING STATION• PROVIDE ALL HARDWARE AND MILLWORK NECESSARY TO HANG DRAWERS 150mm HIGH BY 300mmWIDE BY 400mm DEEP

FP1 1 EXPOSED FLOORMOUNTED PANEL

19 4800 860 •BASE TO BE INSTALLED IN ALUMINUM CHANNEL SECURED TO FLOOR

FP2 2 EXPOSED FLOORMOUNTED PANEL

19 600 860 •BASE TO BE INSTALLED IN ALUMINUM CHANNEL SECURED TO FLOOR

TC1 1 TEACHER'SCLOSET &SHELVES

1200 650 2100 • PAIR OF LOCKABLE 45mm WOOD DOORS.• DOORS SUPPLIED BY SECTION 08200 AND INSTALLED BY SECTION 06200.• LOCKSETS AND HINGES SUPPLIED BY SECTION 08710 AND INSTALLED BY SECTION 06200.• BALANCE OF HARDWARE BY SECTION 06200.• SHELVING SIDE: 1 19mm FIXED SHELF & 4 19mm ADJUSTABLE SHELVES• COAT ROD SIDE: 1 19mm FIXED SHELF WITH COAT ROD PER 06200.• VARNISHED HARDWOOD JAMBS PER DRAWINGS.• LOCKSET PER 08710. LEVER EXTERIOR. THUMBTURN INSIDE.

TC2 1 TEACHER'SCLOSET

600 650 2100 • LOCKABLE 45mm WOOD DOOR.• DOOR SUPPLIED BY SECTION 08200 AND INSTALLED BY SECTION 06200.• LOCKSETS AND HINGES SUPPLIED BY SECTION 08710 AND INSTALLED BY SECTION 06200.• BALANCE OF HARDWARE BY SECTION 06200.• 1 19mm FIXED SHELF WITH COAT ROD PER 06200.• VARNISHED HARDWOOD JAMBS PER DRAWINGS.• LOCKSET PER 08710. LEVER EXTERIOR. THUMBTURN INSIDE.

TC3 1 TEACHER'SSHELVES

1200 650 2100 • PAIR OF LOCKABLE 45mm WOOD DOORS.• DOORS SUPPLIED BY SECTION 08200 AND INSTALLED BY SECTION 06200.• LOCKSETS AND HINGES SUPPLIED BY SECTION 08710 AND INSTALLED BY SECTION 06200.• BALANCE OF HARDWARE BY SECTION 06200.• EACH SIDE: 1 19mm FIXED SHELF & 4 19mm ADJUSTABLE SHELVES.• VARNISHED HARDWOOD JAMBS PER DRAWINGS.• LOCKSET PER 08710. LEVER EXTERIOR. THUMBTURN INSIDE.

TCM 2 TEACHERCLASSROOMMILLWORK

3038 450 2200 • DIMENSIONS, MATERIALS AND LAYOUT PER DRAWINGS• UPPER SHELVING, HORIZONTAL AND VERTICAL CHASE COVERED BY SLIDING WHITEBOARDS• BASE CABINETS WITH CONTINUOUS SQUARE EDGE PLAM COUNTERTOP• COORDINATE POWER AND DATA WITH ELEC

TS1 5 TALL OPEN SHELFCABINET

800 350 2100 • 1 19mm FIXED SHELF• 4 19mm ADJUSTABLE SHELVES

TS2 2 TALL OPEN SHELFCABINET

800 600 2100 • 1 19mm FIXED SHELF AT 1200mm AFF• 13 19mm ADJUSTABLE SHELVES

TS3 1 TALL STORAGE19mm DOORS

700 600 2100 • PAIR OF 19mm DOORS•19mm FIXED SHELF• 4 19mm ADJUSTABLE SHELVES

TS4 1 TALL STORAGE19mm DOORS

800 650 2100 • PAIR OF 19mm DOORS•19mm FIXED SHELF• 4 19mm ADJUSTABLE SHELVES

TS5 3 TALL OPEN SHELFCABINET

700 800 2100 • 1 19mm FIXED SHELF• 6 19mm ADJUSTABLE SHELVES

TWO 1 TALL STORAGECABINET - WALLOVEN

800 650 2100 • 2 PAIRS OF 19mm DOORS•19mm PANEL TO BE CUT OUT PER OVEN REQUIREMENTS•1 19mm ADJUSTABLE SHELF FOR EACH PAIR OF DOORS• 25mm FIXED SHELF TO SUPPORT WALL OVEN• 19mm FIXED SHELF ABOVE WALL OVEN• COORDINATE POWER WITH ELECTRICAL• FIXED SHELF TO SUPPORT OVEN• FIXED SHELF ABOVE OVEN SPACE• 2 ADJUSTABLE SHELVES ON RECESSED PILASTERS WITH CLIPS.• 2 PAIRS OF 19mm DOORS.• MOUNT PULLS 50mm DOWN FROM TOP OF BOTTOM DOORS.• MOUNT PULLS 50mm ABOVE THE BOTTOM OF TOP DOORS

UHC 4 RANGE HOODCABINET

800 350 800 • 19mm FIXED SHELF TO MOUNT RANGE HOOD•MILLWORK TO RISE 100mm ABOVE CEILING HEIGHT MINIMUM• ATTACH CEILING WALL MOLDING TO CASEWORK• COORDINATE POWER AND HOOD HEIGHT WITH ELEC• COORDINATE VENTING WITH MECH

UMW 2 UPPER SHELFCABINET -MICROWAVE

800 350 750 • PAIR OF 19mm DOORS•25mm FIXED SHELF MICROWAVE SUPPORT• 19mm ADJUSTABLE SHELF• COORDINATE POWER PER ELEC

US1 6 UPPER SHELFCABINET

600 350 750 • 2 19mm ADJUSTABLE SHELVES

US3 40 UPPER SHELFCABINET

450 350 750 • 19mm DOOR•2 19mm ADJUSTABLE SHELVES

US4 1 UPPER SHELFCABINET

600 350 750 • 19mm DOOR•2 19mm ADJUSTABLE SHELVES

US5 3 UPPER SHELFCABINET

800 350 750 • PAIR OF 19mm DOORS•2 19mm ADJUSTABLE SHELVES

US6 4 UPPER SHELFCABINET

700 350 750 • PAIR OF 19mm DOORS•2 19mm ADJUSTABLE SHELVES

USC 2 UPPER SHELFCORNER CABINET

600 600 750 • 19mm DOOR•2 19mm ADJUSTABLE SHELVES

USP 1 UPPER SHELFCORNER CABINET

600 600 750 • 19mm DOOR•2 19mm ADJUSTABLE SHELVES•CORNER CHASE BEHIND CABINET

VCC 1 VERTICAL CORNERCHASE

1550

1 : 20A-6

16 BASE SHELF CABINET 1 : 20A-6

20BASE DRAWER & SHELFCABINET

1 : 20A-6

19 BASE CORNER CABINET

1 : 20A-6

23 BASE CORNER CABINET PLAN

1 : 20A-6

18 BASE DRAWER CABINET 1 : 20A-6

17BASE DRAWER CABINET -MICROWAVE

1 : 20A-6

15BASE SHELF CABINET -ELECTRIC COOKTOP

1 : 20A-6

14 BASE CABINET - SINK 1 : 10A-6

13 POSTFORM COUNTERTOP 1 : 10A-6

12 SELF-EDGED COUNTERTOP 1 : 10A-6

11 SELF-EDGED WALL TOP

1 : 20A-6

10 COUNTER SUPPORT GABLE

1 : 20A-6

ISLAND SEWING STATION SECTION22

1 : 20A-6

CUTTING TABLE SECTION21

1 : 20A-6

9 TEACHER'S KITCHEN SECTION 1 : 20A-6

8UPPER SHELF CABINET -MICROWAVE

1 : 20A-6

7 UPPER SHELF CABINET 1 : 20A-6

6 UPPER CORNER CABINET - PLAN

1 : 20A-6

3 TALL OPEN SHELF CABINET 1 : 20A-6

2 TALL STORAGE 19mm DOORS 1 : 20A-6

1TALL STORAGE CABINET - WALLOVEN

1 : 20A-6

24BASE DRAWER & VERTICALDIVIDER CABINET

Simcoe CountyDistrict School Board

1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570

1 : 20A-6

COAT RACK DETAIL4

1 : 20A-6

RANGE HOOD CABINET5

REVISIONS

# DESCRIPTION DATE

1 ISSUED FOR PRELIMINARY REVIEW OCT 30/183 ISSUED FOR COORDINATION MAR 14/195 ISSUED FOR TENDER/PERMIT APR 03/196 ISSUED FOR ADDENDUM 04 APR 16/19

OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp

6

6

##072##072

##072

ACT2750

ACT2450

ACT2750

ACT2450

ACT2450

ACT2750##123

##149

##149

##150

##150

##150

##150

6

6

6 6

6

FRR 0 MIN

FRR 30 MIN

FRR 45 MIN

FRR 60 MIN

FRR 90 MIN

FIRE SEPARATIONS LEGEND:

TYPICAL ABBREVIATIONS:

IMP INSULATED METAL PANELINS INSULATEDLCG LAMINATED CERAMIC GLASSLP LOW POINTMAT MATERIALMF METAL FRAMINGMTL METALNIC NOT IN CONTRACTPDOS POWER DOOR OPERATOR

SYSTEMPREFIN PREFINISHEDPT PAINTSIM SIMILARSOW SCOPE OF WORKSS STAINLESS STEELTB THERMALLY BROKENTERR TERRAZZOTG TEMPERED GLASSTYP TYPICAL

ACT ACOUSTIC CEILING TILEBFBP BARRIER FREE PUSH BUTTONCG CERAMIC GLASSCK CAULKCLG CEILINGCONC CONCRETECONT CONTINUOUSCT CERAMIC TILEC/W COMPLETE WITHDIV DIVISIONEQ EQUALEXIST EXISTINGEXT EXTERIOREXTN EXTENSIONFF FACTORY FINISHFG FLOAT GLASSFIN FINISHEDGB GYPSUM BOARDHM HOLLOW METALIG INSULATED GLASS

10

A-7

11

A-7

12

A-7

10

A-7

1300

900

2200

19 1000 1000 100019

FULL HEIGHT GABLE

10

A-7

11

A-7

19

ADJUSTABLE SHELVES

1200 CABINET WITH

CHASE

600 VERTICAL

ADJUSTABLE SHELVES

1200 CABINET WITH19

450

47536

4

SLIDING WHITE BOARDS

FULL HEIGHT GABLEFULL HEIGHT

GABLE

10

A-7

10

A-7

10

A-7

19

7511

0610

040

760

100

1300

900

2200

450

75

SELF-EDGED COUNTERTOP

19mm DOORS WITH PULL AND LOCK

19mm ADJUSTABLE SHELF

BACK

BOTTOM

19mm KICK PLATE WITH WALL BASE

LEVELERS

30 OVERHANG

REMOVABLE ACCESS PANEL

ELECTRICAL CHASE

BACK

SLIDING WHITEBOARDS WITH ALUMINUM TRACKS

BACKING FRAMING

TOP

364

12

A-7

450

19

75

AD

JUS

TA

BL

E S

HE

LV

ES

1106

CA

BIN

ET

WIT

H10

040

760

100

1300

900

2200

450

75

SELF-EDGED COUNTERTOP

19mm DOORS WITH PULL AND LOCK

19mm ADJUSTABLE SHELF

BACK

BOTTOM

19mm KICK PLATE WITH WALL BASE

LEVELERS

30 OVERHANG

REMOVABLE ACCESS PANEL

ELECTRICAL CHASE

BOTTOM

BACK

19mm ADJUSTABLE SHELF

SLIDING WHITEBOARDS WITH ALUMINUM TRACKS

TOP

BACKING FRAMING

TOP450

364

12

A-7

4

A-6

400

2075

CR2

2100

TS5 TS5 TS5

700 700 700

2100

TC1

2

A-7

1200

2100

GABLE

HARDWOOD JAMB

45mm WOOD DOOR PER SECTION 08200

LOCKSET PER SECTION 08200. LEVER OUTSIDE. THUMBTURN INSIDE.

HARDWOOD JAMB

45mm WOOD DOOR PER SECTION 08200

FRONT EDGE OF SHELVES

HARDWOOD JAMB

38

GABLE

GABLE

GABLE

6

A-7

5

A-7

EQ

EQ

KICK PLATE ALL EXPOSED FACES WITH WALL BASE PER ROOM FINISH SCHEDULE

ADJUSTABLE SHELVES ON RECESSED PILASTERS

BOTTOM

BACK

FACE OF WALL

HE

IGH

T P

ER

MIL

LW

OR

K S

CH

ED

UL

E

EQ

EQ

ADJUSTABLE SHELVES ON RECESSED PILASTERS

FIXED SHELF

TOP

LOCKSET PER SECTION 08710. THUMBTURN INSIDE. LEVER HANDLE OUTSIDE. CORE PER SECTION 08710.

MILLWORK SCHEDULE

DEPTH PER

75

45mm DOOR PER SECTION 08200

2

A-7

100

KICK PLATE ALL EXPOSED FACES WITH WALL BASE PER ROOM FINISH SCHEDULE

BOTTOM

BACK

FACE OF WALL

HE

IGH

T P

ER

MIL

LW

OR

K S

CH

ED

UL

E

1600

FIXED SHELF

TOP

LOCKSET PER SECTION 08710. THUMBTURN INSIDE. LEVER HANDLE OUTSIDE. CORE PER SECTION 08710.

100

45mm DOOR PER SECTION 08200

2

A-7

HARDWOOD JAMB

100 COAT ROD

275

MILLWORK SCHEDULE

DEPTH PER

75 TC2

TCM

TC3

600 1200 3038

5

A-7

6

A-7

6

A-7

10

A-7

11

A-7

10

A-7

19mm FRONT WITH PVC EDGEBANDING ON ALL EXPOSED EDGES

GAP TO FINISHED FLOOR

FACE OF WALL

UNDERSIDE OF CEILING

100

WALL BASE CONT BELOW CHASE

150

MIL

LW

OR

K S

CH

ED

UL

E

HE

IGH

T P

ER

700

(FIX

ED

FR

ON

T)

1000

(A

CC

ES

S D

OO

R)

19mm DOOR WITH PVC EDGEBANDING ON ALL EXPOSED EDGES. LOCK. NO PULL.

GABLE BEYOND. COORDINATE AND PROVIDE PLUMBING AND VENTING OPENINGS WITH MECH.

19mm FRONT WITH PVC EDGEBANDING ON ALL EXPOSED EDGES

19mm BACK

CORNER STIFFENERS BETWEEN FRAMING - TYPICAL

13

A-7

MILLWORK SCHEDULEDEPTH PER

LINE OF WALL

EXPOSED GABLE

EXPOSED GABLE

14

A-7

MIL

LW

OR

K S

CH

ED

UL

E

WID

TH

PE

R

LAUNDRY VENT WITH LINT TRAP PER MECH. PROVIDE OPENING THROUGH GABLE.

LAUNDRY PLUMBING WITH SHUTOFFS PER MECH. PROVIDE OPENINGS THROUGH GABLE.

MILLWORK SCHEDULEDEPTH PER

CORNER STIFFENERS

BACK

600 35

0350

25 EDGE OF 19mm ADJUSTABLE SHELF

19mm DOOR WITH PULL. SWING PER ELEVATIONS.

19mm BACK

19mm SIDE PANEL

19mm SIDE PANEL

7

A-6

SIM

7

A-6

SIM

600

25025

0CORNER

CHASE

22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6

(705) 739-1757 FAX (705) 739-6798e-mail mail@jeffery-architect.com

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

16/04/2019 3:08:08 PM

MILLWORK & FAMILY STUDIES RCP

SEP 21/18

DDH

JJ

11776T

EASTVIEW SS - INTERIOR, MECHANICAL & FIRE PROTECTION UPGRADES PHASE 3

A-7

421 GROVE STREETBARRIE, ONTARIO L4M 5S1

EASTVIEW SS -INTERIOR, MECHANICAL & FIREPROTECTION UPGRADES PHASE 3

1 : 100A-7

FAMILY STUDIES CONSTRUCTION RCP1

KEYNOTE SCHEDULE

## DESCRIPTION072 MILLWORK RANGE HOOD SERVICE CHASE.123 RANGE HOOD PER ELEC. DUCTING PER MECH.149 AIR TRANSFER DUCT PER MECH.150 DASHED LINE INDICATES APPROXIMATE PATH OF ABOVE CEILING EXHAUST DUCTS

FOR STOVE HOODS PER MECH. PROVIDE FIRE DAMPERS AT ALL FIRE SEPARATIONS.

1 : 50A-7

7TEACHER CLASSROOM MILLWORKELEVATION

1 : 20A-7

TEACHER CLASSROOM MILLWORK UPPER PLAN12

1 : 20A-7

11TEACHER MILLWORK CHASESECTION

1 : 20A-7

10TEACHER MILLWORK SHELFSECTION

1 : 50A-7

9 COAT RACK ELEVATION 1 : 50A-7

8 DRESSING ROOM SHELVING

1 : 50A-7

3 TEACHER'S CLOSET 1 : 20A-7

2 TEACHER'S CLOSET PLAN 1 : 20A-7

6TEACHER'S CLOSET SHELFSECTION

1 : 20A-7

5TEACHER'S CLOSET COATSECTION

1 : 50A-7

4 TEXTILES WEST ELEVATION

Simcoe CountyDistrict School Board

1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570

TRUENORTH

PROJECT NORTH

REVISIONS

# DESCRIPTION DATE

3 ISSUED FOR COORDINATION MAR 14/195 ISSUED FOR TENDER/PERMIT APR 03/196 ISSUED FOR ADDENDUM 04 APR 16/19

1 : 20A-7

MILLWORK CHASE14

1 : 10A-7

MILLWORK CHASE PLAN13

6

OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp

1 : 20A-7

15UPPER CORNER CABINET WITHCHASE - PLAN

Simcoe County District School Board - Eastview SS Interior Mechanical & Fire Protection Upgrades, Phase 3 April 15, 2019 Project No. 11776T Page 1

MECHANICAL ADDENDUM NO. M-1

Ellard-Willson Engineering Ltd. (#18101)

The following additions, deletions, amendments and/or items of clarification are hereby made an integral part of the Tender Documents. All revisions shall be made to the drawings and/or specifications and all costs for same shall be included in the Stipulated Price.

CHANGES TO SPECIFICATION 1. Replace the entire Section 22 00 00 Plumbing and Drainage, with the attached. CHANGES TO DRAWINGS 1. New attached Plumbing and Drainage Drawing PD-1 issued. Drawing M2, Rev. #1 (Sketch SKM2-1-1 Issued) 1. Second Floor Mechanical Room #208: Replace existing kitchen hood exhaust air fan EF-9 with

new; add new motorized damper; all as shown on sketch SKM2-1-1.

Drawing M3, Rev. #1 (Sketch SKM3-1-1 Issued) 1. Ground Floor Class Room #152A, #154 and #176: Delete all exterior wall vent boxes and

backdraft dampers associated with kitchen range hoods exhaust; reroute kitchen range hoods exhaust air ductwork; reroute dryer exhaust air ductwork; all as shown on sketch SKM3-1-1.

Drawing M5, Rev. #1 (Sketch SKM5-1-1 Issued) 2. Fan schedule: Revise Fan F-176-1, F-176-2, F-176-3, F-154-1, and F-154-2, add new fan F-176-4

and EF-9 as shown on sketch SKM5-1-1.

END OF MECHANICAL ADDENDUM M-1

FAMILY STUDIES PART PLAN - DEMOLISH PD1

1

3PD1 INTERIOR AND EXTERIOR WALLS

DETAIL OF PIPE SLEEVE THROUGH FLOOR SLAB

PD12

J

1211

154B

154A

154D

154

152

K

I

C114

FAMILY STUDIES PART PLAN - NEW WORK

PLUMBING FIXTURE LEGEND

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

DRAWING TITLE:

PROJECT NAME:

PROJECT NO.

CHECK AND VERIFY ALL DIMENSIONS BEFOREPROCEEDING WITH THE WORK.

DO NOT SCALE DRAWINGS

DRAWING NO.

As indicated

22/01/2019 3:51:10 PM

APR. 03/19

LD

SG

EASTVIEW SS - INTERIOR, MECHANICAL & FIRE PROTECTION UPGRADES PHASE 3

421 GROVE STREETBARRIE, ONTARIO L4M 5S1

EASTVIEW SS -INTERIOR, MECHANICAL & FIREPROTECTION UPGRADES PHASE 3

Simcoe County

District School Board

1170 The King's Highway 26Midhurst Ontario L0L 1X0Phone: (705) 728-7570

TRUENORTH

PROJECT NORTH

REVISIONS

# DESCRIPTION DATE

11776T

18101

PLUMBING AND DRAINAGE -NEW SPRINKLER ROOM PLANAND DETAILS

PD-1

FIRST FLOOR KEY PLAN

PD12

DN

DN

DN

REF.

REF.

DW

D

REF.

DW

REF.

W

S106B

PD11

ISSUED AS MECH. ADD. #1 APR 15/19

SIMCOE COUNTY DISTRICT SCHOOL BOARD – EASTVIEW SS

INTERIOR, MECHANICAL & FIRE PROTECTION SECTION 22 00 00

UPGRADES, PHASE 3 PLUMBING AND DRAINAGE APRIL 03, 2019

PROJECT # 11776T PAGE 1 OF 18

I N D E X

ARTICLE NO. DESCRIPTION

PART 1: GENERAL

1.1 General Requirements

1.2 Scope of Work

1.3 Approvals, Codes and Standards

1.4 Schematic Diagrams

1.5 Shop Drawings

1.6 Quality Assurance

1.7 Acceptable Products and Manufacturers

PART 2: PRODUCTS AND MATERIALS

2.1 Valves

2.2 Piping Specialties

2.3 Pipes and Fittings

2.4 Cleanouts

2.5 Floor Drains

2.6 Plumbing Fixtures

2.7 Fire Protection Systems

2.8 Grease Interceptors

PART 3: EXECUTION

3.1 Piping Systems

3.2 Piping Specialties

3.3 Water Meter

3.4 Service Connections To Existing

3.5 Valves

3.6 Tests

3.7 Declaration of Completion

3.8 Drainage Products

3.9 Plumbing Fixtures

3.10 Fire Protection Systems

3.11 Maintaining of Services

3.12 Video Inspection

SIMCOE COUNTY DISTRICT SCHOOL BOARD – EASTVIEW SS

INTERIOR, MECHANICAL & FIRE PROTECTION SECTION 22 00 00

UPGRADES, PHASE 3 PLUMBING AND DRAINAGE APRIL 03, 2019

PROJECT # 11776T PAGE 2 OF 18

PART 1 - GENERAL

1.1 GENERAL REQUIREMENTS

.1 Section 21 00 00 (Mechanical Supplementary Bid Form), and Section 23 00 10 (Mechanical

General Requirements), shall form part of this Section of the Specifications.

1.2 SCOPE OF WORK

.1 The supply and installation of equipment and work specified in Section 22 00 00 and shown on the

drawings.

.2 Visit site to determine existing conditions prior to submitting a tender price.

.3 Phasing of construction to meet the construction schedule. Review phasing of construction prior to

submitting tender price.

.4 Locating and connecting to existing services.

.5 Maintaining of existing services in operation during the construction period.

.6 Demolition of existing services, as shown on the drawings.

.7 Saw cutting and core drilling of existing concrete floors and walls.

1.3 APPROVALS, CODES AND STANDARDS

.1 Work shall comply with the applicable codes and standards including requirements of the

Authorities, and shall include:-

- Building Code, and all codes and standards referenced herein.

- Plumbing Code.

- Applicable N.F.P.A. Codes.

- Local By-Laws and requirements.

1.4 SCHEMATIC DIAGRAMS

.1 Provide schematic drawings using proper drafting techniques, to show all sanitary/waste drainage

and vent piping for each system, as required by Authorities, for all permit applications and

approvals.

.2 Submit schematic drawings, as shop drawings immediately after the award of Contract.

SIMCOE COUNTY DISTRICT SCHOOL BOARD – EASTVIEW SS

INTERIOR, MECHANICAL & FIRE PROTECTION SECTION 22 00 00

UPGRADES, PHASE 3 PLUMBING AND DRAINAGE APRIL 03, 2019

PROJECT # 11776T PAGE 3 OF 18

1.5 SHOP DRAWINGS

.1 Shop drawings are required for the following items. Refer to Article 1.7 of Section 23 00 10.

.1 Drain and Vent Schematic (as required).

.2 Drainage Specialties.

.3 Valves.

.4 Pipe Specialties.

.5 Fire Extinguishers.

.6 Plumbing Fixtures.

.7 Plumbing Trim.

.8 Grease Interceptor.

1.6 QUALITY ASSURANCE

.1 All works executed by this Section shall be performed only by skilled tradesmen, duly licensed and

accepted, and by persons regularly employed in the installations of plumbing and drainage

systems.

1.7 ACCEPTABLE PRODUCTS AND MANUFACTURERS

.1 Refer to Article 2.1 of Section 23 00 10 for specific requirements.

.2 Refer to Section 21 00 00, Mechanical Supplementary Bid Form, for listings of acceptable

manufacturers.

PART 2 - PRODUCTS AND MATERIALS

2.1 VALVES

.1 Unless noted otherwise, valves shall be line size.

.2 Valves for low pressure systems shall have a minimum rating of 860 kPa (125 psig) saturated

steam and 1375 kPa (200 psig) water up to 65°C (150°F). Valves shall be rated for the specified

services and pressures.

.3 Except for specialty valves, all valves shall be of one manufacturer; shall bear the manufacturer's

name and the pressure rating cast or stamped on the body. All valves shall have non-asbestos

packing.

SIMCOE COUNTY DISTRICT SCHOOL BOARD – EASTVIEW SS

INTERIOR, MECHANICAL & FIRE PROTECTION SECTION 22 00 00

UPGRADES, PHASE 3 PLUMBING AND DRAINAGE APRIL 03, 2019

PROJECT # 11776T PAGE 4 OF 18

.4 Valve operators shall have sufficient neck extension to clear pipe insulation.

.5 Before the date of Substantial Completion, turn over two sets of lockshield valve keys for each size

of lockshield valve installed.

.6 Metals used in bronze valves shall conform to ASTM B62 standard.

.7 The iron in iron valves shall conform to ASTM A-126 standard, Class "B" or "C".

.8 Valves 75mm (3") and smaller shall be bronze with solder joint of screwed ends. Larger valves

shall be cast iron body, bronze trim, flanged ends.

.9 Backflow Preventers: Backflow preventers shall be Watts Series 909-QT-S reduced pressure

backflow preventers, complete with quarter-turn ball valve shut-offs and bronze strainer.

.10 Gate, Globe and Check Valves

.1 Gate and globe valves shall be designed to allow repacking under pressure when fully

open; shall have rising stems unless specified otherwise or unless space is not available.

Obtain written instructions to use valves with non-rising stems.

.2 Unless noted otherwise, provide gate and globe valves with handwheels.

.3 Gate valves 75mm (3") and smaller have solid wedge disc, screwed or union bonnet.

.4 Gate valves larger than 75mm (3") have O.S.&Y., solid wedge disc, bolted bonnet.

.5 Globe valves 75mm (3") and smaller have union bonnet, replaceable composition disc.

.6 Globe valves larger than 75mm (3") have O.S.&Y., bolted bonnet, renewable bronze seat

ring, composition disc.

.7 Check valves 75mm (3") and smaller for other than pump discharge or pipes with pulsating

flow, are regrindable seat swing check with screw-in cap.

.11 Ball Valves

.1 Ball valves are large bore, quarter-turn lever operated with stop, bubble-tight shut-off,

bronze body, double-seated hard chrome-plated bronze ball, resilient seats, blow-out proof

stem. Seal and "O" ring material shall be Teflon.

.2 Balancing valves shall be ball type complete with memory stops. Memory stops shall be

adjustable and shall not lose position on shut-off.

.3 Drain valves shall be ball type complete with anti-condensation caps and chain.

SIMCOE COUNTY DISTRICT SCHOOL BOARD – EASTVIEW SS

INTERIOR, MECHANICAL & FIRE PROTECTION SECTION 22 00 00

UPGRADES, PHASE 3 PLUMBING AND DRAINAGE APRIL 03, 2019

PROJECT # 11776T PAGE 5 OF 18

.12 Stop Valves

.1 Stops shall be compression type valves with rough brass body, screw-on bonnet, solder

ends, composition disc.

Basis of Design: Emco.

No. 10120 - stop valve, as specified above.

No. 10190 - stop and drain valve, with drain port and screw-on cap.

No. 10140 - partition stop with access sleeve, heavy chrome plated escutcheon,

remote screwdriver operator.

2.2 PIPING SPECIALTIES

.1 Flexible Connectors and Joints

.1 Provide flexible hose connectors and expansion joints where specified or noted.

.2 Hose connectors shall be selected for continuous flexing service at the specified system

temperatures and pressures.

.3 Expansion joints shall be selected for continuous service at the specified system

temperatures and pressures.

.4 Provide a written guarantee from the manufacturer, on materials for a period of four (4)

years beyond the first year's labour and material guarantee.

.2 Unions and Flanges

.1 Unions in copper water piping shall be wrought copper solder joint type, for pipes up to

50mm (2") diameter and brass ground joint unions for pipes 63mm (2½") and over.

.2 Flanges in galvanized water piping 75mm (3") diameter and larger, shall be minimum 150

lb. galvanized steel, threaded ends. Where slip-on or welding neck type welded flanges

are used, piping shall be galvanized after fabrication.

.3 Joints and Couplings

.1 Caulking ferrules shall be cast brass or copper cold drawn seamless tube, not less than

100mm (4") long.

.2 Mechanical joint (MJ) pipes shall be provided with rubber gaskets held in place by stainless

steel bands and clamps.

SIMCOE COUNTY DISTRICT SCHOOL BOARD – EASTVIEW SS

INTERIOR, MECHANICAL & FIRE PROTECTION SECTION 22 00 00

UPGRADES, PHASE 3 PLUMBING AND DRAINAGE APRIL 03, 2019

PROJECT # 11776T PAGE 6 OF 18

.4 Water Hammer Arrestors

.1 Water hammer arrestors shall be manufactured, tested and certified in accordance with the

Plumbing and Drainage Institute Standard WH201, by ASSE.

.2 Arrestors shall have PDI rating as follows:-

W.H.A. - A 1-11 Fixture Units - use Model A

W.H.A. - B 12-32 Fixture Units - use Model B

W.H.A. - C 33-60 Fixture Units - use Model C

W.H.A. - D 61-113 Fixture Units - use Model D

W.H.A. - E 114-154 Fixture Units - use Model E

W.H.A. - F 155-330 Fixture Units - use Model F

3 Products as manufactured by the following will be considered as meeting these

requirements. Basis of Design: Precision Plumbing Products.

2.3 PIPES AND FITTINGS

.1 Provide pipes and fittings as required and specified, approved by Authorities, for system as

indicated.

.2 All piping and fittings provided by this Section shall be approved by all Authorities and regulations,

and shall bear all necessary labels and markings. Do not install any pipe or fittings that do not meet

the Plumbing Code requirements.

.3 All piping and fittings shall be suitable for the services as noted and at the specified pressure

ratings. Maximum system working pressures in pressurized systems shall be 860 kPa (125 psig)

W.O.G. up to 82 degrees C. (180 degrees F.).

.4 Sanitary Systems

.1 Sanitary Drains (Suspended):

- Sizes up to and including 50mm (2") shall be DWV copper tubing with wrought

copper solder fittings.

- Sizes 75mm (3") and over shall be DWV copper tubing with wrought copper solder

fittings, or factory coated Class 4000 cast iron mechanical joint pipe and fittings, or

Ipex XFR pipe and fittings.

- Where applicable, water closet bends shall be copper long tangent bends and

companion flanges.

.2 Sanitary Drains (Underground, Buried):

- Sizes up to and including 38mm (1½") shall be type `L' copper tubing with wrought

copper solder fittings, or DWV PVC solvent weld pipe and fittings.

- Sizes 50mm (2") to 150mm (6") shall be factory coated Class 4000 cast iron `MJ'

pipes and fittings, or CSA approved PVC-SDR28 pipe, hub and spigot push-on

type fittings with self-locking gaskets, or DWV PVC solvent weld pipe and fittings.

- Stack and fixture footings shall be cast iron or copper as required.

SIMCOE COUNTY DISTRICT SCHOOL BOARD – EASTVIEW SS

INTERIOR, MECHANICAL & FIRE PROTECTION SECTION 22 00 00

UPGRADES, PHASE 3 PLUMBING AND DRAINAGE APRIL 03, 2019

PROJECT # 11776T PAGE 7 OF 18

.5 Vent Systems

.1 Vent Pipes (Suspended):

- Sizes up to and including 50mm (2") shall be DWV copper tubing with wrought

copper solder fittings.

- Sizes 75mm (3") and over shall be either DWV copper tubing with wrought copper

solder fittings; Class 4000 factory coated cast iron mechanical joint pipe and

fittings; or galvanized steel piping with galvanized recessed drainage fittings, or

Ipex XFR pipe and fittings..

- Vent terminations through the roof shall be cast iron.

- Vent stack flashing shall be equal to Thaler Model SJ-26.

.2 Vent Pipes (Underground, Buried):

- Sizes up to and including 50mm (2") shall be type `L' copper tubing with wrought

copper solder fittings, or DWV PVC solvent weld pipe and fittings.

- Sizes 75mm (3") and over shall be Class 4000 coated cast iron mechanical joint

pipe fittings.

.6 Water Services

.1 Water Piping (Suspended):

- All sizes shall be Type `L' hard temper copper tubing with wrought copper solder

fittings.

.2 Water Piping (Underground, Buried):

- Buried piping within the foundation walls of the building shall be Type `K' soft

copper in continuous roll lengths.

2.4 CLEANOUTS

.1 Cleanouts shall be provided for all underground drains; in all straight runs of sewers; on all exposed

or accessible traps (except water closet traps); further to all points on the system where specified or

shown; where necessary before interruption of general line of flow; and as required by Code and

Authority.

.2 Cleanouts shall be full size of pipe up to 100mm (4"), and not less than 100mm (4") for larger pipes.

.3 All cleanouts shall be manufactured from C.S.A. approved extra heavy duty coated cast iron

materials.

.4 Unless indicated otherwise, in order to prevent oxidization, nickel bronze tops and covers shall have

a fusion bonded clear powder epoxy coating.

SIMCOE COUNTY DISTRICT SCHOOL BOARD – EASTVIEW SS

INTERIOR, MECHANICAL & FIRE PROTECTION SECTION 22 00 00

UPGRADES, PHASE 3 PLUMBING AND DRAINAGE APRIL 03, 2019

PROJECT # 11776T PAGE 8 OF 18

.5 Unfinished Concrete: Coated cast iron body with integral anchoring flange, 13mm (½") thick round

heavy duty adjustable nickel secured cover, complete with all gaskets, sealing rings, plugs, and

accessories. Cleanouts in mechanical rooms and membrane areas shall have flashing clamp

devices. Zurn ZXN-1612-SP.

.6 Vinyl Tile: Coated cast iron body with integral anchoring flange, 13mm (½") thick round, heavy duty

adjustable polished nickel bronze secured cover with shallow tile recess, complete with all gaskets,

sealing rings, plugs and accessories. Cleanouts in membrane areas shall have flashing clamp

devices.

Vinyl – Zurn ZN-1602-T-SP-Solid Cover.

2.5 FLOOR DRAINS

.1 Floor drains shall be provided in all areas so indicated and as specified.

.2 Floor drains shall be manufactured from C.S.A. approved extra heavy duty, coated, cast iron

materials.

.3 Floor drains shall be equipped with deep seal traps, primers, vents, etc. as required by Code and

Authority and as specified.

.4 Unless indicated otherwise, floor drains installed in concrete slabs shall have baked on epoxy

coating.

.5 Floor Drain FD #1: Washrooms and finished areas: 'coated' cast iron body, double drainage flange,

weepholes, adjustable full 100mm (4") throat with secured highly polished nickel bronze 125mm (5")

strainer, and baked epoxy body, Zurn ZXN-415-A-DC.

.6 Electronic Trap Seal Primers:

.1 Supply and install a P.P.P. Inc. automatic trap priming system to serve all building floor

drains and sprinkler room standpipe. The electronic trap priming system shall be as

specified below and as supplied by S.M.S. Ltd., Pickering, Ontario.

.2 Electronic trap priming manifold to be Precision Plumbing Products Inc. Model PT-4, PT-8,

PT-12, PT-16, PT-20 or PT-24. The manifold shall supply a minimum of 10 ounces of

water per opening, once in each 24 hour period based on a system pressure of 60 psi.

.3 The unit shall be factory assembled and pre-piped, and shall include a bronze body 3/4"

female NPT ball valve, a 3/4" water hammer arrestor, an electronic brass body 3/4"

solenoid valve and a Type 1 copper manifold. The manifold shall have 1/2" brass

compression fittings with orificed openings for precise water distribution to each trap.

Contractor shall cap any openings not required.

.4 Electrical components shall include single point power connection at 120/1/60, manual

override switch, a 5 amp breaker, and a 24 hour geared timer. The timer relay shall have a

5 second dwell function for the PT-4 through PT-12 and a 10 second dwell function for the

PT-16 through PT-24.

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.5 All components shall be factory assembled, tested and supplied in a 16 gauge steel

enclosure suitable for surface or recess mounting. All plumbing and electrical components

required shall be CSA approved, and the unit shall be A.S.S.E. approved as an electronic

trap primer.

.6 This Section shall provide and install a minimum 20mm (3/4") valved cold water supply to

the electronic trap priming unit.

.7 Note: For every 20 ft. of trap make-up water line, the priming units must be a minimum of 1

ft. above floor level.

2.6 PLUMBING FIXTURES

.1 Plumbing fixtures shall be heavy duty, first grade CSA approved type, with uniform colours and

quality throughout the project.

.2 Fixtures shall be designed to sit flush and true to the adjacent architectural finishes.

.3 Plumbing fixtures for the handicapped shall be supplied complete with all accessories and features

as required by the Standards for the Handicapped.

.4 Obtain rough-in dimensions for fixtures from the Board prior to doing any rough-in.

.5 Basis of Design fixtures shall be as specified below.

.6 Drain/waste outlets shall be complete with tailpieces, companion flanges, gaskets, pipe fittings, and

couplings to provide liquid tight connections. Where necessary to provide true vertical and

perpendicular alignment of fixtures and piping, connections shall be adjustable.

.7 Except as specified or noted otherwise, fasteners, piping, escutcheons, flanges, couplings, traps,

stands, ring stays, valves, spuds, supplies, stops, vacuum breakers, etc., exposed in finished areas

shall be heavily chrome plated (Symbol c.p.).

.8 All clamps, bolts, nuts, flanges and fastening devices shall be fabricated of non-corroding materials

such as brass, bronze, galvanized steel, zinc coated steel, nickel-plated steel, or stainless steel.

.9 Counter Sink - Ref. `A' (Double Bowl)

Sink: Franke Commercial LBD-6408-1, 3-hole stainless steel double bowl sink with flood guard, for

counter top installation, back ledge, self rimming, 89mm (3.1/2") crumb cup strainers, 38mm (1.1/2")

tailpiece, overall size 794mm wide x 521mm front to back x 203mm deep (31.1/4" x 20.1/2" x 8"

deep).

Trim: Chicago Faucets #1100-V-L9-E29-XK faucet, C.P. 8" (203mm) C.C. deck mounted, with cast

brass body, swing spout with vandal proof flow aerator and cast metal lever handles.

Trap: 38mm (1.1/2") cast brass 'P' trap with cleanout.

Supplies: Rough brass stops on both hot and cold water supplies located below sink in counter.

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.10 Dishwasher Ref. `B'

Dishwasher is supplied by School Board. This Section shall rough-in 1/2" (15mm) hot water line

and 2" drain line and make final connections as required by Plumbing Code.

Note: Final connection on hot water supply line shall include a shut-off valve and shock absorber

down stream of shut-off valve and pressure reducing valve Watts No. U5-GG complete with strainer

and pressure gauge.

.11 Automatic Clothes Washer - Ref. 'C'

Automatic clothes washer is supplied by another Section. This Section shall provide 1/2" (15mm)

hot and cold water valved hose end connections and 2" (50mm) standing waste with 'P' trap,

Symmons "Laundry Mate" Mode #W-602 recessed.

Note: "Laundry Mate" shall be located at side of washer for access. Confirm location before rough-

in.

2.7 FIRE PROTECTION SYSTEMS

.1 Provide portable fire extinguishers complete with wall mounting brackets as shown on the drawings.

.2 Fire Extinguishers:

.1 Fire Extinguisher F. Ex. #1 shall be ULC listed multi-purpose dry chemical portable fire

extinguisher 5 lb., having a rating of 3A-10BC.

(Basis of Design: National Fire Equipment Model ABC-050WWD).

.2 Fire Extinguisher F. Ex. #2 shall be ULC listed multi-purpose dry chemical portable fire

extinguisher 10 lb. having a rating of 6A-80BC.

(Basis of Design: National Fire Equipment Model ABC-100WWD).

.3 Fire Extinguisher F. Ex. #3 shall be ULC listed carbon-dioxide portable fire extinguisher 15

lb. having a rating of 10-B-C.

(Basis of Design: National Fire Equipment Model CO2-15H).

.3 Fire Blanket:

.1 Shall be “National Fire Equipment” Model FB-6078-MC fire blanket cabinet.

2.8 GREASE NTERCEPTORS

.1 Provide fully recessed manufactured and Authority approved interceptors as shown on the drawing.

.2 Kitchen Area: (Hospitality)

.1 Interceptor shall be complete with acid resistant coated interior and exterior, necessary

extensions, sediment bucket, 75lb. grease capacity, with internal air relief by-pass, bronze

cleanout plug, removable pressure equalizing/flow diffusing inlet baffle, fixed bottom outlet

baffle, and visible double wall trap seal. Gasketed non-skid secured heavy duty stainless

steel cover complete with center tie down assembly.

Kitchen Unit, Zurn #Z-1170-800-E-EP-HDSS-K-75 (50 GPM, 100 lb. grease capacity).

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.2 Wiring: Panel and internal controls are pre-wired. Power wiring to control panel shall be by

the Electrical Division. Wiring from control panel to the unit, including all associated

conduit, is by this Section.

PART 3 - EXECUTION

3.1 PIPING SYSTEMS

.1 Piping shall be installed in strict accordance with all applicable codes, standards and manufacturers

recommendation.

.2 Piping shall be installed in such a manner so that the strain and weight of the piping is not taken by

connections to the equipment and apparatus.

.3 Keep all openings in pipes plugged and capped during installation to keep out dirt and debris.

.4 Piping shall be placed and installed so that there will be no interference with the installation of

existing equipment and piping, electrical equipment, light fixtures, ductwork etc.

.5 Piping shall be installed to ensure noiseless circulation.

.6 No pipe shall be cut with a cutting torch where the cut could be made with pipe cutters.

.7 Install all pipes to maintain clearances for servicing, inspection, repair and replacement.

.8 Provide service connections to all outlets and equipment specified and shown. Unless otherwise

noted, this Section shall include all adapters, fittings, couplings, etc, to make final connections.

.9 All materials shall be new, clean and free of all rust, contaminants, defects and corrosion.

.10 Used piping shall not be accepted on this Project.

.11 Welding

.1 Where welding or cutting with a torch, every precaution shall be taken to prevent fire.

Welding or torch cutting operators shall have a fully charged minimum 4.5 kg. (10 lb.) CO2

fire extinguisher with them whenever welding or cutting in the building. Wooden structures

shall be protected.

.12 Drains, Waste and Vent Piping

.1 Buried pipes installed in trenches shall be installed on Class `B' bedding on solid stable soil

where possible. Where solid stable soil is unobtainable, the pipes shall be installed on

concrete bed, solid concrete blocks, concrete piers or other approved beddings, all

supplied and installed by this Section to the satisfaction of local Authority.

.2 All necessary pipe beddings shall be the full responsibility of this Section and shall be to

local Authority standards and approval.

.3 Suspended piping shall be supported as required by other Sections, and shall be in

accordance with all Codes.

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.4 All drainage piping shall be graded in accordance with all Codes, not less than 1% for pipe

100mm (4") and larger, and 2% for pipe 75mm (3") and smaller.

.5 Turns shall be made with `Y' and `1/8' bends and shall include a cleanout. Where space

does not permit these fittings to be installed, long radius bends may be used.

.6 Do not use double "wye" or double "tee wye" fittings on sanitary headers serving more than

one lavatory or sink unit. Provide each unit with a separate waste connection to the

header. Pipe size shall be 38mm (1½ up to "tee wye" connection for fixture trap. Provide a

continuous waste and vent piping arrangement.

.7 Vents shall be provided to conform to the requirements of the Code and the Local

Authority.

.8 Vent terminations through roof shall be min. 100mm (4") and shall be extended a minimum

300mm (1'-0") above the finished roof level. Flashing cone required for vents passing

through the roof shall be provided by this Section, to be flashed into the roofing membrane

by the Roofing Section. This Section shall provide the counterflashing.

.13 Water Piping

.1 Pitch water lines 25mm (1") in 8.0m (25'-0") and install piping so that the systems can be

drained at low points. Provide drain valves, consisting of 19mm (3/4") hose bibbs complete

with cap and chain at all low points and where necessary for complete drainage of the

system.

.2 Provide underground buried water piping complete with thrust blocks at each change in

direction and take-off fitting; bracing rods at each joint, thrust block, piping and anchor

where penetrating the building foundation walls.

.3 Provide a gate valve on each side of each piece of equipment and control valve; for each

hot and/or cold water riser; in all hot and cold water branch lines to each group of plumbing

fixtures.

.4 Remove working parts of any valve during soldering operations.

.14 Joints and Fittings

.1 Approved fittings shall be use for all connections. Job made fittings or reducers will not be

accepted.

.2 Joints, couplings, and fittings between different types of pipe or materials and between

service connections shall be as recommended by the pipe manufacturer.

.3 On screwed piping, all joints shall be made up metal to metal with approved joint compound

applied to the thread. All pipe shall be reamed before installation. No hemp, wick or

packing will be permitted in making up screwed joints.

.4 Inside of copper fittings and outside of copper pipe shall be thoroughly cleaned with steel

wool and emery paper and coated with flux before soldering any copper piping.

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.5 Solders for use with copper piping shall be selected for the service. All solders must be

approved and shall meet the Code and local Authority requirements:-

- Englehard Industries Silvabright 100 approved lead free solder as distributed by

S.M.S. Ltd. for pressure piping to maximum 1375 kPa (200 psig).

- Silver solder ("Silfoss") for pressure piping to maximum 2050 kPa (300 psig).

- 50-50 tin lead solder for drain waste and vent lines.

.6 Use copper-to-copper streamline solder brass fittings for joints in copper pipes. Use IPS

adapters for connecting copper pipe to threaded pipe.

.7 Ductile iron water piping shall be installed complete with bonding and static straps.

.8 Other types of piping and materials shall have joints and fittings as described under other

articles of various sub-sections.

.15 Unions and Flanges

.1 Provide di-electric unions, bushings and couplings at all connections between piping of

dissimilar metals. Fittings or couplings with neoprene gaskets to prevent metal-to-metal

contact are also acceptable.

.2 Provide adequate numbers of unions and flanges to facilitate maintenance and dismounting

of each fixture, piece of equipment and apparatus which could at any time require

dismounting or removal.

.3 Install unions or flanges on the equipment side of shut-off and balancing valves.

.4 Flanges shall be assembled using American Standard heavy machine bolts. Threaded

steel rod will not be accepted for this purpose, regardless of strength.

.5 Use flanged type unions on all galvanized piping over 75mm (3").

3.2 PIPING SPECIALTIES

.1 Water Hammer Arrestors

.1 Provide and install water hammer arrestors complete with shut-off valves on both hot and

cold water piping systems. Install in an upright position, at all of the following locations:-

- All quick closing valves.

- Solenoid valves.

- Groups of plumbing fixtures.

- Each isolated plumbing fixture.

- Remote water outlet locations.

- At the top of each water riser.

.2 Size and location, together with recommended installation shall be in accordance with the

PDI standard.

.3 Provide access panel at each concealed location.

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3.3 WATER METER

.1 Water meter is existing to remain and is located in Sprinkler/Meter Room.

3.4 SERVICE CONNECTIONS TO EXISTING

.1 This Section shall be responsible for locating and co-ordinating the exact locations of existing water

and sanitary services prior to making new connections. Determine exact locations of existing

services on site prior to beginning new work.

.2 This Section shall make all connections to the existing service terminations.

.3 Flush and chlorinate the water service connections and mains as required by local and Provincial

Health Departments. Provide all necessary test certificates.

3.5 VALVES

.1 Do not install a valve in any application for which it is not suited.

.2 Provide gate valves on upstream and downstream side of each piece of equipment, pressure

regulating valves, pump/circulator, pumping unit, etc. to facilitate removal without draining the

system.

.3 Provide a balancing valve (globe type) on each piece of equipment which requires flow balancing,

e.g. domestic water heaters.

3.6 TESTS

.1 Perform all drainage tests as required by Authorities, and include for standard ball tests water/air

tests. Arrange for and pay all fees for all tests required.

.2 After all drain, soil, waste, vents and water piping have been placed in position, and all branches

installed, but before fixtures, equipment, etc. have been set and connected, test the tightness of all

joints and the soundness of all pipes. When instructed perform tests in the presence of the

Engineer.

.1 Soil, Waste, Drain and Vent Piping:

All openings and pipe ends throughout the work shall be securely closed by means of

approved plugs, and the entire piping system, including soil stacks, wastes, and all

horizontal drains and mains shall be filled with water up to the top of the highest opening,

and the water shall stand at this level for not less than 2 hours.

.2 Where it is not feasible or possible to test the entire system at one time, it may be done in

parts.

.3 At the completion of the job, carry out smoke and ball tests in accordance with the

Plumbing Code and where requested by the Authority and by the Consultant.

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.3 Water Lines:

.1 Test potable water system with water or air as required by the Ontario Building Code, Part

7.

.2 Leakage Tests - All domestic water piping shall be tested at minimum 1035 kPa (150 p.s.i.)

for leaks after roughing-in and before piping is enclosed in pipe spaces or buried in

trenches.

.3 Pressures shall be maintained for minimum 2 hours or as required by the Authority.

.4 Backflow Devices:

.1 All backflow devices shall be tested by a certified technician utilizing test procedures

outlined in the latest edition of the CAN/CSA-B64.10 Standard, and to local Authority

requirements. Submit test certificates to the Consultant and local Authority.

.5 Tests shall be repeated until satisfactory to the local Inspector and the Consultant.

.6 Provide written notice of all tests in time to allow the Authority, the Consultant or his representative

to be present when the tests are conducted.

.7 Submit test certificates in NFPA format to the Authority and the Consultant.

3.7 DECLARATION OF COMPLETION

.1 This Section shall provide a declaration signed by a responsible officer of the Company indicating

that the following procedures and tests have been performed in accordance with the drawings and

specifications. Two (2) copies of the signed declaration shall be provided before the final certificate

is released by the Consultant.

.1 Water and sewer connections made to existing services.

.2 Drainage and water systems, backflow devices tests performed and test certificates

submitted.

.3 Plumbing inspections made and necessary certificates forwarded to the Consultant.

.4 Plumbing fixtures cleaned and trim polished.

.5 Valves tagged and valve chart mounted.

.6 Piping runs identified.

.7 Major equipment identified.

.8 Operating and maintenance instructions manuals presented for approval to the Consultant.

.9 On site operating instruction given to Owner's representative as follows:-

Name: Date:

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.10 Record "As-Built" Drawings turned over to the Consultant, (see Section 23 00 10).

.11 Water systems chlorinated to local authority requirements, flushed out, strainers cleaned

and ready for normal service. Domestic water system to be tested for lead content at

source, prior to water meter and at the end of the system. Test certificate to be submitted

to the Consultant and the Board.

.12 Water systems checked for water hammer.

.13 Fire protection system including extinguishers, accessories installed, tested and approved.

.14 Plumbing fixtures installed, tested and water volume adjusted.

3.8 DRAINAGE PRODUCTS

.1 Cleanouts

.1 Cleanouts shall be installed on all storm and sanitary/waste drainage pipings in the

following locations:-

- Changes in direction of more than 45 degrees.

- On all straight runs, exceeding 15m (50 ft.) for pipes up to 100mm (4").

- Ends of drainage lines.

.2 Locate all cleanouts so as to be readily accessible, with sufficient clearances for roding and

cleaning.

.3 No cleanouts shall be located beneath any equipment or fixtures.

.4 Extend all cleanouts to finished floors or walls, unless exposed in an unfinished area.

.2 Floor Drains

.1 Floor drains of the required type shall be installed in locations as specified, and connected

to the piping in an approved manner.

.2 All floor drains shall be trapped, vented and primed in accordance with all codes, unless

indicated otherwise.

.3 Unless specifically indicated otherwise, all floor drains must be individually trapped, primed

and vented, in accordance with all Codes and Local Authority requirements.

.4 Unless indicated otherwise all floor drains shall be equipped with primer water supply

connected from the nearest approved water supply.

.5 All primer piping shall be copper tubing as specified, plastic piping or tubing will not be

permitted.

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3.9 PLUMBING FIXTURES

.1 Provide all fixtures and outlets.

.2 Make water, drain and vent connections to each fixture and outlet, to provide a complete

operational system.

.3 Where fixtures are mounted in waterproof surfaces, provide gaskets and sealants for a neat,

smooth, watertight installation, i.e. counter lavatories shall have rim gaskets; floor sinks shall be

caulked in place; floor mounted water closets shall be complete with companion flanges, gaskets

and clamps or bolts, nuts and covers.

.4 Caulking and sealants shall be approved for the application.

.5 Colour of grout and sealants shall be as selected by the Architect.

.6 Roughing-in shall be securely laid out. No offsets will be accepted. Fixtures shall be installed

plumb and perpendicular to Architectural finishes.

.7 Each fixture shall be fastened securely in place using floor supports, wall hanger, carriers, and deck

clamps.

.8 Fixtures complete with valves, trim, supplies, waste, traps, exposed piping and accessories shall

remain rigid during use and shall stay permanently in place.

3.10 FIRE PROTECTION SYSTEMS

.1 Fire Extinguishers

.1 Provide fire extinguishers where noted and where required by Authorities.

.2 Other types of extinguishers shall be as shown and noted.

.3 Provide wall hung fire extinguishers complete with wall mounting hanger, brackets,

fasteners.

3.11 MAINTAINING OF SERVICES

.1 This Section shall be advised that all existing water and drainage systems, etc. must be maintained

and retained in full free flow operation during the normal hours of the School.

.2 Existing water and drainage systems shall only be shut-down to permit installation of new works,

and/or modifications to existing, during the overnight hours or weekend hours, when the School is

not opened.

.3 All shut-down of the existing systems to permit new installations or tie-ins, shall be co-ordinated with

and through the General Contractor and the Board's representative. Do not shut systems down

until given approval to do so.

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.4 This Section shall include in their tender for any and all premium and overtime work, labour and

equipment, as required to perform the necessary work required by the above items.

.5 This Section shall prepare a schedule of work and present it to the School Board for review and

approval.

3.12 VIDEO INSPECTION

.1 This Section shall perform a video camera inspection of the new sanitary drain and existing sanitary

mains runs throughout drain line in existing corridor where new connection will be made. All costs

associated with the video camera inspection shall be included in the Tender Price.

.2 The video camera inspection shall be carried out after installation and backfill but prior to the

pouring of the floor slabs. Co-ordinate schedule with the General Contractor. Sections of the

systems can be video inspected to accommodate the floor pouring schedule.

.3 Pressure wash drain line prior to beginning video camera inspection.

.4 Submit two (2) copies of the inspection report to the Consultant for review, and repair piping

installation as required and as directed by the Consultant and the Local Authority.

END OF SECTION 22 00 00