MEP-HA Cartable-0109 - Hambro

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TYPICAL DETAILS SECTION 30 - 2 HOUR FIRE RATED CORRIDOR ASSEMBLY (4) SECTION 31 - FLANGE HANGER 16 1/8” 1/8” EXTEND MESH 12” INTO CORRIDOR 1” CLEAR HANGER PLATE 1” - 12” 1” - 12” 5” SLAB WITH 6 x 6 w4.0 x w4.0 BETWEEN HAMBRO T.C. CORRIDORS FLANGE HANGER RTC (OR SRTC) ROLLBAR STEEL BEAM, CONCRETE WALL, OR STUD WALL AS PER DRAWING SLAB T E.W.B. = EACH WAY BAR
MISCELLANEOUS (HAMBRO ® SPACING) Hambro joist spacing is typically 4’-1 1/4” from center line to center line of joists. The first joist parallel to a beam should be spaced 4’-0 5/8” from the edge of the beam flange. This allows for the use of full 4’ sheets of plywood and standard roll bars. NO. TOTAL TOTAL + 4’-0 5/8” NO. TOTAL TOTAL + 4’-0 5/8” 1 4’-1 1/4” 8’-1 7/8” 21 86’-2 1/4” 90’-2 7/8” 2 8’-2 1/2” 12’-3 1/8” 22 90’-3 1/2” 94’-4 1/8” 3 12’-3 3/4” 16’-4 3/8” 23 94’-4 3/4” 98’-5 3/8” 4 16’-5” 20’-5 5/8” 24 98’-6” 102’-6 5/8” 5 20’-6 1/4” 24’-6 7/8” 25 102’-7 1/4” 106’-7 7/8” 6 24’-7 1/2” 28’-8 1/8” 26 106’-8 1/2” 110’-9 1/8” 7 28’-8 3/4” 32’-9 3/8” 27 110’-9 3/4” 114’-10 3/8” 8 32’-10” 36’-10 5/8” 28 114’-11” 118’-11 5/8” 9 36’-11 1/4” 40’-11 7/8” 29 119’-0 1/4” 123’-0 7/8” 10 41’-0 1/2” 45’-1 1/8” 30 123’-1 1/2” 127’-2 1/8” 11 45’-1 3/4” 49’-2 3/8” 31 127’-2 3/4” 131’-3 3/8” 12 49’-3” 53’-3 5/8” 32 131’-4” 135’-4 5/8” 13 53’-4 1/4” 57’-4 7/8” 33 135’-5 1/4” 139’-5 7/8” 14 57’-5 1/2” 61’-6 1/8” 34 139’-6 1/2” 143’-7 1/8” 15 61’-6 3/4” 65’-7 3/8” 35 143’-7 3/4” 147’-8 3/8” 16 65’-8” 69’-8 5/8” 36 147’-9” 151’-9 5/8” 17 69’-9 1/4” 73’-9 7/8” 37 151’-10 1/4” 155’-10 7/8” 18 73’-10 1/2” 77’-11 1/8” 38 155’-11 1/2” 160’-0 1/8” 19 77’-11 3/4” 82’-0 3/8” 39 160’-0 3/4” 164’-1 3/8” 20 82’-1” 86’-1 5/8” 40 164’-2” 168’-2 5/8” 1
Page 1 and 2: Composite Floor System
Page 3 and 4: GENERAL INFORMATION DESCRIPTION The
Page 5 and 6: SPECIFICATIONS PART 1-GENERAL 1.1 I
Page 7 and 8: SPECIFICATIONS PART 3-EXECUTION 3.1
Page 9 and 10: ACOUSTICAL PROPERTIES SOUND TRANSMI
Page 11 and 12: ACOUSTICAL PROPERTIES 3
Page 13 and 14: DESIGN PRINCIPLES AND CALCULATIONS
Page 27 and 28: DESIGN LOADS The engineer of record
Page 29 and 30: HAMBRO SPAN TABLES TABLE 7: D510 TM
Page 31 and 32: TYPICAL DETAILS SECTION NO. DESCRIP
Page 33 and 34: TYPICAL DETAILS SECTION 3 - JOIST B
Page 35 and 36: TYPICAL DETAILS SECTION 7 - JOIST B
Page 37 and 38: TYPICAL DETAILS SECTION 11 - JOIST
Page 39 and 40: TYPICAL DETAILS SECTION 15 - TIE JO
Page 41 and 42: TYPICAL DETAILS SECTION 19 - EXPANS
Page 43 and 44: TYPICAL DETAILS SECTION 23 - HANGER
Page 45: TYPICAL DETAILS SECTION 28 - 2 HOUR

MEP-HA Cartable-0109 - Hambro

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