MEP-Technical Manual CDN 0408.qxd - Hambro

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SECTION 19 - EXPANSION JOINT AT ROOF (STEEL BEAM) SECTION 17 - EXPANSION JOINT AT ROOF (MASONRY WALL) 6 65 mm (2 1 90 mm (3 /2”) MIN. FOR 75 mm (3”) SHOE (TYP.) 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.) DO NOT WELD THE SHOE ON EMBEDED MATERIAL 12 mm ( 1/2”) Ø ROD x 600 mm (24”) @ 600 mm (24”) c /c GREASE OR WRAP THIS END OF ROD WITH BUILDING PAPER 90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.) FIBRE BOARD 12 mm ( 1 /2”) FIBRE BOARD 12 mm ( 1/2”) ** 12 mm ( 1/2”) Ø ROD x 600 mm (24”) @ 600 mm (24”) c/c. 5 mm ( GREASE OR WRAP THIS END OF ROD, WITH BUILDING PAPER 3/16”) 40 mm (1 1 /2”) WELDED WIRE-MESH DO NOT WELD THE SHOE ON THE BEAM WELDED WIRE-MESH SLAB (T) NOMINAL JOIST DEPTH (D) NOMINAL JOIST DEPTH SLAB (D) (T) CEILING EXTENSION CEILING EXTENSION T + 6 mm ( 1 /4”) TOP OF BEARING CEILING EXTENSION T + 6 mm ( 1 /4”) TOP OF BEARING TYPICAL DETAILS CEILING EXTENSION STEEL BEAM, ACCORDING TO THE SPECIFICATIONS OF SOLID MASONRY WALL, ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER (FILL THE MASONRY BLOCK WITH MORTAR, UNDER THE JOIST SHOE) REBAR (IF REQUIRED BY THE CONSULTING ENGINEER) THE CONSULTING ENGINEER (U.N.O) T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS ** WELD THE JOIST TO THE STEEL BEAM OR WITH THE AGREEMENT OF THE CONSULTING ENGINEER, USE 2-HILTI (X-EDNI 22P8) OR EQUIVALENT, INSTALLED ACCORDING TO THE MANUFACTURING SPECIFICATIONS. T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS SECTION 20 - MINIMUM CLEARANCE FOR OPENING AND HOLE IN THE SLAB SECTION 18 - EXPANSION JOINT AT INTERMEDIATE FLOOR (STEEL BEAM) DIAMETER � 200 mm (8”) **REBAR AROUND THE HOLE IS NOT REQUIRED **THE QUANTITY OF HOLE AT 6” AND MORE OF THE JOIST IS NOT IMPORTANT 150 mm (6”) 150 mm (6”) MIN. MIN. OPENING SEE TYPICAL REINFORCEMENT FOR SLAB OPENING. 150 mm (6”) MIN. END OF SLAB FIBRE BOARD 12 mm ( DO NOT WELD THE SHOE ON THE ANGLE 1/2”) 65 mm (2 1 90 mm (3 /2”) MIN. FOR 75 mm (3”) SHOE (TYP.) 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.) 5 mm ( 3 /16”) 40 mm (1 1 /2”) ** WELDED WIRE-MESH (T) SLAB HOLE WELDED WIRE-MESH (D) NOMINAL JOIST DEPTH ( 3/4”) 19 mm (APPLICABLE AT EACH CASE) ( 3/4”) 19 mm (APPLICABLE AT EACH CASE) NOMINAL JOIST DEPTH SLAB (D) (T) STIFFENER STIFFENER STIFFENER (IF REQUIRED) CEILING EXTENSION T + 6 mm ( 1 /4”) TOP OF BEARING SUPPORT ANGLE, ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER (U.N.O) CEILING EXTENSION STEEL BEAM, ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS ** WELD THE JOIST TO THE STEEL BEAM OR WITH THE AGREEMENT OF THE CONSULTING ENGINEER, USE 2-HILTI (X-EDNI 22P8) OR EQUIVALENT, INSTALLED ACCORDING TO THE MANUFACTURING SPECIFICATIONS.
SECTION 23 - JOIST PARALLEL TO CONCRETE WALL WITH INSULATED FORMS SECTION 21 - JOIST PARALLEL TO EXPANSION JOINT FIBRE BOARD 12 mm ( 1 /2”) 2 LAYERS OF ROOFING PAPER REBAR (IF REQUIRED BY THE CONSULTING ENGINEER) WELDED WIRE-MESH WELDED WIRE-MESH SLAB (T) (T) SLAB TOP OF BEARING T + 6 mm ( 1/4”) FLANGE HANGER (FIXED, ED-D500) NOMINAL JOIST DEPTH (D) T + 6 mm ( 1/4”) TOP OF BEARING FLANGE HANGER (FIXED, SEE ED-D500) NOMINAL JOIST DEPTH (D) REBAR (IF REQUIRED BY THE CONSULTING ENGINEER) SOLID MASONRY WALL, ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER REINFORCED INSULATED CONCRETE WALL, ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER TYPICAL DETAILS T + 6 mm ( 1/4”) = SLAB THICKNESS + SHOE THICKNESS (NOTE: IF THE FLANGE HANGER IS NOT USED, TOP OF BEARING = T + 20 mm ( 3 /4”)) T + 6 mm ( 1/4”) = SLAB THICKNESS + SHOE THICKNESS (NOTE: IF THE FLANGE HANGER IS NOT USED, TOP OF BEARING = T + 20 mm ( 3 /4”)) SECTION 24 - JOIST PARALLEL TO A BEAM SECTION 22 - JOIST PARALLEL TO A MASONRY OR CONCRETE WALL WELDED WIRE-MESH REBAR (IF REQUIRED BY THE CONSULTING ENGINEER) WELDED-WIRE-MESH SLAB (T) (T) SLAB TOP OF BEARING T + 6 mm ( 1 /4”) FLANGE HANGER (FIXED, SEE ED-D500) NOMINAL JOIST DEPTH (D) TOP OF BEARING T + 6 mm ( 1 /4”) FLANGE HANGER (FIXED, SEE ED-D500) NOMINAL JOIST DEPTH (D) STEEL BEAM, ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER (U.N.O) SOLID MASONRY WALL OR REINFORCED CONCRETE WALL, ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER T + 6 mm ( 1/4”) = SLAB THICKNESS + SHOE THICKNESS (NOTE: IF THE FLANGE HANGER IS NOT USED, TOP OF BEARING = T + 20 mm ( 3 /4”)) T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS (NOTE: IF THE FLANGE HANGER IS NOT USED, TOP OF BEARING = T + 20 mm ( 3 /4”)) 7
Page 1 and 2:
Composite Floor System
Page 3 and 4:
1. GENERAL INFORMATION DESCRIPTION
Page 5 and 6:
APPROVALS AND FIRE RATINGS APPROVAL
Page 7 and 8: 3. ACOUSTICAL PROPERTIES SOUND TRAN
Page 9 and 10: DESIGN PRINCIPLES AND CALCULATIONS
Page 27: DESIGN PRINCIPLES AND CALCULATIONS
Page 30 and 31: 5.2 MD2000 ® SERIES 5.2.1 DESCRIPT
Page 33 and 34: JOIST DEPTH SELECTION TABLES 6. JOI
Page 35 and 36: METRIC JOIST DEPTH SELECTION TABLES
Page 37 and 38: METRIC 6.3 MD2000 ® SERIES JOIST D
Page 43 and 44: JOIST DEPTH SELECTION TABLES 7. JOI
Page 45 and 46: IMPERIAL JOIST DEPTH SELECTION TABL
Page 47 and 48: IMPERIAL 7.3 MD2000 ® SERIES JOIST
Page 53 and 54: 8. TYPICAL DETAILS 8.1 D500 TM (H S
Page 55 and 56: SECTION 7 - JOIST BEARING ON CONCRE
Page 57: SECTION 15 - JOISTS BEARING ON A WO
Page 61 and 62: SECTION 31 - FLANGE HANGER FOR BEAM
Page 63 and 64: SECTION 36 - MAXIMUM DUCT OPENING (
Page 65 and 66: 8.2 MD2000 ® SERIES TYPICAL DETAIL
Page 67 and 68: SECTION 7 - JOISTS BEARING ON CONCR
Page 69 and 70: SECTION 15 - EXPANSION JOINT AT ROO
Page 71 and 72: SECTION 23 - JOIST PARALLEL TO A ST
Page 73 and 74: SECTION 28 - CANTILEVERED BALCONY (
Page 75 and 76: 8.3 DTC (LH SERIES) TYPICAL DETAILS
Page 77 and 78: SECTION 7 - THICKER SLAB SECTION 5
Page 79: SECTION 11 - JOIST PARALLEL TO A CO
Page 82 and 83: 3.2 FABRICATION (a) Fabrication sha
Page 84: 2 Canada - Main Office 270, chemin
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