TYPICAL DETAILS Hambro® D500

The following typical details have been developed as an aid to specifying professionals and are provided as a basic guide of suggested practice for the Hambro D500 and Long-Span Composite Floor System. They are not intended to take the place of professional determinations or the requirements of applicable building codes. Accordingly, while these guidelines are intended as suggested general techniques they can only be used to the extent they do not conflict with building code requirements. You are requested to contact your Hambro Supplier for contradictions or conditions not clearly shown. Shop drawings will be provided by your Hambro Supplier for review and approval by the Purchaser, the Architect, and Engineer of Record to verify and coordinate the loads, capacities, spans, details, and joist locations.

TYPICAL DETAILS Hambro® D500

Table of Contents

No. Description Page Hambro® D500

1 2 1 3 4 2 5 6 3 7 8 4 9 10 5 11 12 6 13 14 7 15 16 8 17 18 9 19 10 20 21 11 22 23 12 24 25 13 26 27 14 28 29 15 30 16 31 32 17 33

Hambro D500 standard shoe Standard joist/mini joist bearing on masonry wall Joist bearing on exterior masonry wall Joist bearing on interior masonry wall Joist parallel to masonry wall Joist parallel to wood stud wall Joist bearing on wood stud wall Joist bearing on interior wood stud wall Joist bearing on exterior steel stud wall Joist bearing on interior steel stud wall Joist parallel to steel stud wall Joist parallel to steel beam Joist bearing on exterior steel beam Joist bearing on interior steel beam Joist at column (flange) ceiling ext. Joist at column (web) ceiling ext. Tie-joist at column (flange) bottom chord extended Tie-joist at column (web) bottom chord extended Bolted joist detail at steel beam Expansion joint at intermediate floors (at steel beam) Expansion joint at roof (at steel beam) Expansion joint at intermediate floors (at wall) Expansion joint at roof (joist bearing) Expansion joint at roof (non-bearing) Minimum edge of slab to achieve composite action Cantilevered balcony (joist perpendicular to balcony) Cantilevered balcony (joist parallel to balcony) 1 & 2 hour fire rated corridor assembly (1) 2 hour fire rated corridor assembly (2) Flange HangerTM (on beams parallel to Hambro joist) Deep shoe to suit thickened slab Hanger PlateTM for recessed/thickened slabs Hambro

standard mini-joist 18

Hambro LH Series 34 LH standard shoe 35 LH bearing on steel beam 19 36 LH min. edge of slab to achieve composite action 20 37 LH tie-joist at column (flange) bottom chord extended 38 LH tie-joist at column (web) bottom chord extended 21

39 Header support detail 40 Slab Capacity Chart (Total Load psf) 22 41 Joist Ductability Chart 23 42 Fire Protection 24 43 Sound Rating Chart 25

TYPICAL DETAILS Hambro®

D500

Joist parallel to masonry wall Section 5

J= V

WELDED WIRE MESH-__J

' I I j'

I-J

·- ·-----'

7 lLI 0

tn D I

' I l 4 1

-

11

FLANGE HANGERTJ

I 1/4 U.N.O.

Joist parallel to wood stud wall

0

NAIL HEAD EXPOSED TO ALLOW FOR SLAB ANCHORAGE

WELDED WIRE MESH ·---

4 1

- I I /4 11 U.N.O.

THIS DRAWING 15 NOT FOR CONSTRUCTION; NOT TO SCALE;

AND SUBJECT TO CHANGE WITHOUT NOTICE.

..

Section 6

page 3

TYPICAL DETAILS Hambro®

D500

Joist parallel to steel stud wall

0 co WELDED WIRE MESH

·---

FLANGE HANGER™

0 4 1-I 1/4 11 U.N.O.

Joist parallel to steel beam

HIGH CHAIR (BY OTHERS

WELDED WIRE MESH

·-------

FLANGE HANGER™

__ l ___ 4_'--' _, !_4_" _u._N_.o_. ___ l

1 1

THIS DRAWING 15 NOT FOR CONSTRUCTION; NOT TO SCALE;

AND SUBJECT TO CHANGE WITHOUT NOTICE.

Section 11

LIGHT GAGE SCREED ANGLE (BY OTHERS)

Section 12

0 :z:

o<'.'. <( lLJ co

u_ 0

CL.

page 6

TYPICAL DETAILS

Joist bearing on exterior steel beam

0 tn

2 I /2 11 MIN.

WELDED WIRE MES

CEILING EXTENSIONWHEN SPECIFIED

Hambro®

D500

Section 13

IF BY

REQUIRED ENGINEER OF RECORD

-�t-(T)+ 1;4 11

FORMWORK DEPRESSED TO ENCASETOP FLANGE

Joist bearing on interior steel beam

2

WELDED WIRE MES

CEILING EXTENSIONWHEN SPECIFIED

Section 14

FORMWORK DEPRESSED TO ENCASETOP FLANGE

THIS DRAWING 15 NOT FOR CONSTRUCTION; NOT TO SCALE;

AND SUBJECT TO CHANGE WITHOUT NOTICE. page 7

TYPICAL DETAILS Hambro®

D500

Cantilevered balcony ( Joist perpendicular to balcony) Section 26

DEEP SHOE TO SUIT REQUIRED SLAB THICKNES

STEP DOWN AS REQUIRED

REINFORCING STEEl: WELDED WIRE MESH

AS REQ1D (BY OTHERS)

BEAR! NG SLAB THICKNESS

™

HANGER PLA TE

LOWER FORMW1

-------'l '---_ SLAB THICKENING TO AS SPECIFIED SUIT CONDITIONS

COUNTER BALANCE TO BE = LENGTH AS CANTILEVER (MIN.)

Cantilevered balcony (Joist parallel to balcony) Section 27

STEP DOWN AS REQUIRED

REINFORCING STEEi: AS REQ

1D (BY OTHERS)

AS SPEC! Fl ED

.• . .. . .

: ... �- .. :

-------u �- COUNTER

BALANCE

THIS DRAWING 15 NOT FOR CONSTRUCTION; NOT TO SCALE;

AND SUBJECT TO CHANGE WITHOUT NOTICE.

BRIDGING TO BOTTOM C� MAY BE NECESSARY IF Uf DUE TO CANT! LEVER BAL( EXCEEDS GRAVITY LOAD. (TO BE DETERMINED BY PROJECT ENGINEER).

page 14

TYPICAL DETAILS Hambro®

D500

Flangehanger TM (on beams parallel to Hambrcf joist) Section 33

HILTI STEEL DECK FASTNERS:

SELF TAPPING -HSN24 FO3mm (!11)<t< I 0mm @1)

---.-----.--3-1-4-110--< OR FASTNERS @ I 211 O/C. OR -EPN I 9 FOR t> Gmm (-¼11)

t=MINIMUM THICKNESS OF THE SUPPORTING STEEL

FLANGE HANGER™

ROLLBAR® CONNECTING TO PARALLEL JOIST

3/4 110 HOLES @ 24 11 O/C. FOR ANCHORAGE

THIS DRAWING IS NOT FOR CONSTRUCTION; NOT TO SCALE;

AND SUBJECT TO CHANGE WITHOUT NOTICE. page 16

TYPICAL DETAILS Hambro®

D500

Deep shoe & HangerplatJM to suit thickened slab Section 31

,_----

-TO

_P

_

O

_

F

_

S

_

L

_

A

_

B�

-----=-----=-=------,-

-------------<

1---i� WELDED WIRE MESH

�----------

Hangerplate ™ for recessed / thickened slabs Section 32

USE TO DROP UNDERSIDE O F SLABS BY 2 11 OR MORE INCREMENTS

FORM WORK LOWERED IN 2 11 INCREMENTSTO SUIT CONDITION

THIS DRAWING IS NOT FOR CONSTRUCTION; NOT TO SCALE;

AND SUBJECT TO CHANGE WITHOUT NOTICE. page 17

DEEP REQUIRED

SHOE FOR TO SUIT

THICKENAS

ED SLABSCEILING EXTENSION

TYPICAL DETAILS Hambro(B)

D500

Fire Protection

Fire resistance ratings have been issued by Underwriters Laboratories, Inc. which cover gypsum board, accoust1cal tile and spray on protection systems. Reference to these published listings should be made in detailing ceiling construction. Check your U.L. Directory for the latest updating of these listings.

Section 42

Design No.

R0

ting Slab hr) Thickness (in)

Ceili)g Bea( (in Rating hr)gypsum

G525 3 3-1/4 3 G524* 2 2

3 2-1 /2**3- 1 /2** 2

G236 2

5/8 1/2 1/2

Suspended/panel H

G229 2 H 2 3

2-1/2 34 H 3

G228 2 3- H 2 G227 2 2- H 3 G213 2 H 3

3

1/4 1/2 3 4 H 3

G003 2 2-1/2 H

G702 1-2-3 Varies** Spray On G802 I , H

G803 II , I

*In accordance with U.L. Designs as noted up to 25G sq.in. ceilingpenetrations per I 00 sq.ft. of ceiling area are approved without the need for fire dampers for I hr. rating ( I 9G sq. in. approved for I I /2 hrs, and I 00 sq. in. approved for 2 hrs). Check your U.L. Directory for complete details and contact you HAMBRO Representative for updates in your area.

**Normal and l1ghtwe1ght concrete.

THIS DRAWING IS NOT FOR CONSTRUCTION; NOT TO SCALE;

AND SUBJECT TO CHANGE WITHOUT NOTICE. page 24