DESIGN CODE

DESIGN LOADS

NON-STRUCTURAL ELEMENTS

FIELD REVIEW BY READ JONES CHRISTOFFERSEN (RJC)

STRUCTURAL MOVEMENTS

RENOVATIONS

EXCAVATIONS

FOUNDATIONS

TYPICAL FOOTING ADJACENT TO EXCAVATION

CONCRETE FORMWORK STRIPPING

SLAB ON GRADE CONTROL JOINTS

STEEL BEAMS AND GIRDERS

TYPICAL TENSION SPLICE FOR ANGLES

ROOF STEEL DECK

STEEL DECK LAP OVER SUPPORTING MEMBERS

TYPICAL DECK SUPPORT AT COLUMNS

’

’

’

’

’

’

SHOP DRAWING REVIEW RESPONSIBILITIES

STEEL DECK NOTES (WITH CONCRETE TOPPING)

GENERAL

DRAWINGS

LIST OF DRAWINGS

CONCRETE

GENERAL (AREAS NOT INCLUDING PARKING)

CONCRETE CONSTRUCTION TOLERANCES

ELEMENTFIRE RATING

0-2 HOURS 3 HOURS

CONCRETE REINFORCEMENT

DEMOLITION OF STRUCTURAL ELEMENTS

COMPRESSION EMBEDMENT AND SPLICE LENGTHS

EMBEDMENT / DEVELOPMENT LENGTHS AND SPLICE LENGTHS

CONCRETESTRENGTH

FUNCTION REBAR DESIGNATION

TENSION EMBEDMENT AND SPLICE LENGTHS

CONCRETESTRENGTH

FUNCTION REBAR DESIGNATION

ELEVATORS

STRUCTURAL STEEL

POST-INSTALLED ADHESIVE AND MECHANICAL ANCHORS

N.T.S.

S0.01

GENERAL NOTES

N

project no.:

general notes :

1. These Contract Documents are the property of theArchitect. The Architect bears no responsibility for themisinterpretations of these documents by the Contractor.Upon written application the Architect will provide written /graphic clarification or supplemental information regarding theintent of the Contract Documents. The Architect will reviewShop Drawings submitted by the Contractor for designconformance only.

2. Drawings are not to be scaled for construction. Contractorto verify all existing conditions and dimensions required toperform the Work and report any discrepancies with theContract Documents to the Architect before commencingwork.

3. Positions of exposed or finished mechanical or electricaldevices, fittings, and fixtures are indicated on theArchitectural drawings. The locations shown on theArchitectural drawings govern over the Mechanical andElectrical drawings. Those items not clearly located will belocated as per directed by the Architect.

scale:date:

IISUED FOR COORDINATIONOct. 12, 20181.

1815 (TOR.105793.0004)

Humber College

October 18, 2018

30 Carrier Drive, Etobicoke, ON M9W 5T7

REVISIONS AND ISSUESNO. DATE DESCRIPTION

Read Jones Christoffersen Ltd.Engineersrjc.ca

100 University Avenue,North Tower, Suite 400

416-977-5335416-977-1427

Toronto, ON M5J 1V6 Canadatelfax

IISUED FOR TENDEROct. 18, 20182.

SECOND FLOOR PART PLANDEMOLITION / RESTORATION

EXISTING 64mmCONCRETE SLABON METAL PAN

GROUND FLOOR PART PLANDEMOLITION / RESTORATION

EXISTING 125mm CONCRETESLAB-ON-GRADE

(REINF. WITH WELDED WIRE MESH)

NOTES:

FOOTING SCHEDULE:

TYPE SIZE REINFORCING

F-1

F-2

COLUMN SCHEDULE:

TYPE SIZE

C-1

PIER SCHEDULE:

TYPE SIZE REINFORCING

P-1

NOTES

BASE PLATE SCHEDULE:

BP-1 BP-2

NOTES:

1 : 50

S1.00

GROUND FLOOR PART PLANSECOND FLOOR PART PLAN

N

project no.:

general notes :

1. These Contract Documents are the property of theArchitect. The Architect bears no responsibility for themisinterpretations of these documents by the Contractor.Upon written application the Architect will provide written /graphic clarification or supplemental information regarding theintent of the Contract Documents. The Architect will reviewShop Drawings submitted by the Contractor for designconformance only.

2. Drawings are not to be scaled for construction. Contractorto verify all existing conditions and dimensions required toperform the Work and report any discrepancies with theContract Documents to the Architect before commencingwork.

3. Positions of exposed or finished mechanical or electricaldevices, fittings, and fixtures are indicated on theArchitectural drawings. The locations shown on theArchitectural drawings govern over the Mechanical andElectrical drawings. Those items not clearly located will belocated as per directed by the Architect.

scale:date:

IISUED FOR COORDINATIONOct. 12, 20181.

1815 (TOR.105793.0004)

Humber College

October 18, 2018

30 Carrier Drive, Etobicoke, ON M9W 5T7

REVISIONS AND ISSUESNO. DATE DESCRIPTION

Read Jones Christoffersen Ltd.Engineersrjc.ca

100 University Avenue,North Tower, Suite 400

416-977-5335416-977-1427

Toronto, ON M5J 1V6 Canadatelfax

IISUED FOR TENDEROct. 18, 20182.

NOT

ROOF PART PLANDEMOLITION / RESTORATIONNOTES:

ELEVATOR SHAFT ROOF PLAN

TYPICAL FRAMING AROUND OPENINGSIN STEEL DECK WITHOUT CONCRETE TOPPING - U.N.O.

MECH. UNIT OROPENING SIZE

'A' x 'B'

ANGLE 'C' ANGLE 'D' MECHANICAL UNITWEIGHT

(SPECIFIED)

TYPICAL MECHANICAL ROOF TOP UNIT MECHANICAL

AS NOTED

S1.10

ROOF PART PLANS

N

project no.:

general notes :

1. These Contract Documents are the property of theArchitect. The Architect bears no responsibility for themisinterpretations of these documents by the Contractor.Upon written application the Architect will provide written /graphic clarification or supplemental information regarding theintent of the Contract Documents. The Architect will reviewShop Drawings submitted by the Contractor for designconformance only.

2. Drawings are not to be scaled for construction. Contractorto verify all existing conditions and dimensions required toperform the Work and report any discrepancies with theContract Documents to the Architect before commencingwork.

3. Positions of exposed or finished mechanical or electricaldevices, fittings, and fixtures are indicated on theArchitectural drawings. The locations shown on theArchitectural drawings govern over the Mechanical andElectrical drawings. Those items not clearly located will belocated as per directed by the Architect.

scale:date:

IISUED FOR COORDINATIONOct. 12, 20181.

1815 (TOR.105793.0004)

Humber College

October 18, 2018

30 Carrier Drive, Etobicoke, ON M9W 5T7

REVISIONS AND ISSUESNO. DATE DESCRIPTION

Read Jones Christoffersen Ltd.Engineersrjc.ca

100 University Avenue,North Tower, Suite 400

416-977-5335416-977-1427

Toronto, ON M5J 1V6 Canadatelfax

IISUED FOR TENDEROct. 18, 20182.

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

DETAIL

DETAIL

DETAIL

AS NOTED

S2.01

SECTIONS AND DETAILS

N

project no.:

general notes :

1. These Contract Documents are the property of theArchitect. The Architect bears no responsibility for themisinterpretations of these documents by the Contractor.Upon written application the Architect will provide written /graphic clarification or supplemental information regarding theintent of the Contract Documents. The Architect will reviewShop Drawings submitted by the Contractor for designconformance only.

2. Drawings are not to be scaled for construction. Contractorto verify all existing conditions and dimensions required toperform the Work and report any discrepancies with theContract Documents to the Architect before commencingwork.

3. Positions of exposed or finished mechanical or electricaldevices, fittings, and fixtures are indicated on theArchitectural drawings. The locations shown on theArchitectural drawings govern over the Mechanical andElectrical drawings. Those items not clearly located will belocated as per directed by the Architect.

scale:date:

IISUED FOR COORDINATIONOct. 12, 20181.

1815 (TOR.105793.0004)

Humber College

October 18, 2018

30 Carrier Drive, Etobicoke, ON M9W 5T7

REVISIONS AND ISSUESNO. DATE DESCRIPTION

Read Jones Christoffersen Ltd.Engineersrjc.ca

100 University Avenue,North Tower, Suite 400

416-977-5335416-977-1427

Toronto, ON M5J 1V6 Canadatelfax

IISUED FOR TENDEROct. 18, 20182.