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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.