FLOOR SYSTEM. Proven, reliable and cost-effective. ComSlab COMPOSITE FLOOR SYSTEM

ComSlab COMPOSITE FLOOR SYSTEM ComSlab COMPOSITE Proven, reliable and cost-effective ComSlab COMPOSITE FLOOR SYSTEM The ComSlab System from Bailey is a two hour fire rated, structurally superior composite floor It s specially designed for use in hotels, multi story residential buildings, long-term care facilities, multi family residential units, schools and/or office buildings ComSlab will accommodate all wall systems, including lightweight steel framing, structural steel, masonry or poured concrete, insulated concrete forms or wood framing construction It is a proven, reliable, and cost-effective composite steel deck installed in almost 1000 buildings to date A quality product, manufactured by Bailey Metal Products Limited, ComSlab is lightweight and self-seating for longspan flooring requirements Easy to work with, it can be rapidly installed in even the tightest work environments It s a practical solution, especially when building in, and around, tight downtown locations where large truck access is limited The ComSlab System is designed for applications and use in all building construction Its unique concept allows for flexible design options It easily accommodates the placement of all services, duct work and conduit ComSlab sections can be supplied pre-cut to your specifications for even greater time and material savings ComSlab is best used in facilities where fire rating is paramount and it can be adapted to many other environmentally friendly building opportunities It s an economical and creative option for the construction of mezzanines, dry-deck roofing and roof-top green spaces or gardens ComSlab IS A LEED FRIENDLY PRODUCT FOR RECYCLABILITY, WASTE REDUCTION AND CLEAN AIR BUILDING

TA B L E O F C O N T E N T S Introduction Benefits 4 Design Criteria and Technical Data5 Construction and Installation Guidelines6-8 Suggested Construction Details9-11 Fire Resistance and Acoustical Performance1 Round Service Hole Details1 Maximum Round Service Hole Diameters 1 Concrete Volume Values for Estimatin g 1 Reinforcing Bar Information1 Steel Deck and Accessories 14 Use of Deflection Parameter15 Unshored Span Requirements - Metric & Imperial15 Span Tables - Metric16 Span Tables - Imperial17 Design Data - Metric18 Design Data - Imperial19 ComSlab CROSS SECTION PROPERTIES w w w c o m s l a b c a Side-lap Washer Cover width 610 mm IMPERIAL UNITS Base Steel Thickness (in) Profile Depth (in) Profile Weight (psf) 1 A g (in /ft) A e (in /ft) S p (in /ft) 4 I x 4 (in /ft) 0075 800 58 077 097 0690 41 00495 800 41 0960 0444 187 56 SI METRIC UNITS Base Steel Thickness (mm) Profile Depth (mm) Profile Mass (kg/m ) 1 A g (mm /m) A e (mm /m) S p (10 mm /m) 4 I x 6 4 (10 mm /m) 095 0 160 159 68 700 465 157 0 1660 01 940 6910 766 TABLES NOTES 1 A g = Gross cross sectional area of profile per unit width A e = Effective cross sectional area of profile per unit width S p = Effective section modulus of profile per unit width for positive bending 4 I x = Effective moment of inertia of profile per unit width

C o m S l a b C O M P O S I T E F L O O R S Y S T E M WHY CHOOSE ComSlab COMPOSITE FLOOR SYSTEM? ComSlab BENEFITS w w w c o m s l a b c a Fast Track Construction Simple base components Permanent concrete form Instant working platform Minimal crane time Low obstruction line shoring allows fit-up to closely follow structural framing Versatile Incorporates easily into any substructure: steel, concrete, masonry, ICF and framed wall systems 4 Sound Attenuation Performance Up to STC 61 Long Clear Spans Allows for open concept designs Efficient Use of Materials 40% less concrete and rebar versus conventional concrete slabs Fire Performance 10, 15 & 0 HR designs without the need for drywall membrane or fire proof spray

D E S I G N C R I T E R I A A N D T E C H N I C A L DATA This catalogue DESIGN provides CRITERIA technical & structural information for the ComSlab composite concrete slab system All calculations, whenever applicable, were based on CSA Standard S16 and CSSBI documents Design span tables are also presented, as well as various construction applications to assist the designer in detailing common structural assemblies Additional assistance regarding the ComSlab Composite Floor System construction method may be obtained by contacting the Bailey Metal Products sales office in your area The structural span tables and technical information contained in this catalogue were prepared by Dr RM Schuster, PEng, Dist Professor Emeritus of Structural Engineering at the University of Waterloo MATERIALS Steel deck meets the requirements of ASTM A65 Standard Specification of Steel Sheet, Zinc-coated (Galvanized) by the Hot-dip Process, Structural (Physical) Quality The guaranteed minimum yield strength is 45 MPa (50 ksi) with a minimum zinc coating mass of 75 g/m Z75 (G90) total both sides Steel deck base thickness is 095 mm (0075 in) or 16 mm (00495 in) Reinforcing steel meets the requirements of CSA G018-09 Guaranteed minimum yield strength is 400 MPa (580 ksi) The clear distance of each reinforcing bar from the bottom of the steel deck is (157 in) Concrete has a minimum cylinder strength of 0 MPa (45 ksi), with a maximum aggregate size of 0 mm (075 in) Normal density structural concrete is 400 kg/m (150 lb/ft ) LIMIT STATES DESIGN (LSD) Strength Limit states design principles were used in the development of the structural span tables, ie, the factored resistance under consideration, ΦR the effect of the factored loads This is in accordance with the National Building Code of Canada, 010 The self weight of the steel deck and the concrete have already been included in the structural span tables Serviceability The span tables are based on L/60 Live load deflections SECTION PROPERTIES OF STEEL DECK All structural section properties of the steel deck were calculated in accordance with CSA Standard S16-1 and substantiated with tests at the STaR testing laboratory in Cambridge, Ontario SHORING DURING CONSTRUCTION ComSlab Unshored Span Requirements were established in accordance with CSSBI 1M-15, using the following strength and serviceability/deflection criteria: SHORING DURING CONSTRUCTION (continued) Strength Calculations were based on the combined loads due to the wet concrete, the steel deck and certain construction live loads Minimum construction live loads applied separately are: 1) 1 kpa (1 psf) uniform load, or kpa (4 psf) uniform load (in some jurisdictions) ) kn/m (17 lb/ft) transverse concentrated line load at the centre of the span Figure 1 of CSSBI 1M-15 illustrates the loading conditions that must be investigated for flexure/bending moment and web crippling Serviceability Calculated deflections were based on the uniform dead load due to wet concrete and steel deck, and the maximum mid-span deflection was limited to L/180 or 0 mm (079 in), whichever is smaller SPAN TABLES The span tables provide the maximum recommended spans that were established in accordance with CSSBI S-08 As specified, both strength and serviceability/deflection criteria were considered as follows: Strength Since shear-bond is not a mode of failure, only flexure/bending was considered In accordance with Table 4159 of the 010 NBCC, a 9 kn (0 lb) specified concentrated live load was included in the strength calculations Serviceability The calculated deflection was based on the specified superimposed uniform live load with a maximum deflection of L/60 The modular ratio for normal density concrete was taken as 10 and the deflection moment of inertia was taken as the average of the uncracked and cracked moment of inertia of the ComSlab section For deflection ratios other than L/60, see page 6 for example As well, to determine the deflection due to the slab weight, also see page 6 STRUCTURAL TESTING Since the ComSlab composite slab system also has reinforcing steel in each rib, shear-bond is not a mode of failure This was substantiated by tests carried out at the University of Salford, by Prof D O'Leary in 199 and recently in 016 at the STaR testing laboratory in Cambridge, Ontario w w w c o m s l a b c a 5

C O N S T R U C T I O N A N D I N S TA L L AT I O N G U I D E L I N E S DECK INSTALLATION ComSlab PANEL DECKING shall be positively fastened to the supporting structure to avoid movement during construction and excessive deflection during placement of concrete The fastening frequency of main fasteners is 1 per trough at each panel end at 610 mm (4 in) on centre along the support structure The ComSlab deck panels shall bear a minimum of 50 mm ( in) onto the support structure When fastening panels to structural steel work, use heavy-duty shot-fired pins or self-drilling fasteners as designed and specified by the engineer of record For brick, block and concrete, the decking shall be fastened using adequate masonry fasteners as designed and specified by the engineer of record The bottom flange of the shall be fastened to the supporting structure with 1 fastener per module at 610 mm (4 in) on centre, or as specified by the engineer of record In addition to the main fasteners, the top flanges of the s shall be fastened to the decking, one fastener per module, either centred or 610 mm (4 in) on centre Side-lap Washers shall be fastened at 50 mm (18 in) centres along the bottom trough, using No 14 1/4-14 x 1 self-drilling fasteners or better The location of the fasteners is prepunched on the male trough flange, which overlaps the female trough flange NOTE 1: Every side-lap fastener shall include a Side-lap Washer This washer is required to properly attach the individual steel deck panels together NOTE : When a suspended ceiling is used, the minimum thread length of the fastener is 5 mm (1 in) w w w c o m s l a b c a 6 NOTE : ComSlab decking can be end cantilevered as shown in the Suggested Construction Details section on page 10 When side cantilevers are required, stub beams or brackets shall be provided by the structural steel fabricator, as designed by the engineer of record Cantilevers shall also be assessed for by the engineer of record END CLOSURES To minimize grout loss at the profile ends during concrete placement, s are provided to contain the concrete These closures are manufactured from 17 mm (0054 in) galvanized steel, generally 180 mm (6 ft) long or longer for angle cut installations s shall be fastened to the support structure at maximum intervals of 610 mm (4 in), using shot-fired pins, self-drilling fasteners or as specified by the engineer of record Apart from minimizing grout loss during concrete placement, these s provide strength to prevent web crippling of the steel deck and proper alignment of the decking during construction When used in conjunction with hot-rolled steel beams, these End Closures provide concrete cover to the steel beam for fire resistance PLACING OF ComSlab DECK Install deck progressively (male to female flange overlap) and fasten at 50 mm (18 in) on centre with Side-lap Washers and self-drilling fasteners SIDE-LAP WASHERS Since the ComSlab deck acts in part compositely with the concrete, Side-lap Washers are important connecting elements These washers are pre-punched to receive the self-drilling fastener View from above

C O N S T R U C T I O N A N D I N S TA L L AT I O N G U I D E L I N E S DECK INSTALLATION PERIMETER TRIMS Are required for the retention of wet concrete to the correct level at the decked floor perimeters and designed openings They are supplied in m (10 ft) lengths of galvanized steel Perimeter Trims are usually fastened by shot-fired pins to the structural steel or by self-drilling fasteners to the support structure at 610 mm (4 in) on centre, or as specified by the engineer of record RESTRAINT STRAPS The top of the perimeter edge trim is connected to the decking with Restraint Straps at approximately 400 mm (16 in) on centre using either pop rivets or self-drilling fasteners The Restraint Strap can be adjusted to suit the pitch and alignment of the perimeter edge trim RIB REINFORCEMENT AND MESH PLACEMENT The ComSlab design requires that one steel reinforcing bar be placed in each rib profile The bar size can vary from 10 M (094 in) to 5 M (18 in) in diameter The bars shall be placed on Rebar Supports which ensure a (157 in) spacing from the bottom flange to the underside of the reinforcing bars Spacing of the Rebar Supports shall be in accordance with good practice guidelines, and not exceeding 10 mm (48 in) on centre To ensure both vertical and horizontal stability during concrete placement, the reinforcing bars shall be tied down periodically through the Side-lap Washers with 11 mm (00476 in) diameter tie wiring It is recommended that a minimum standard shrinkage and temperature reinforcing mesh of 15x15xMW187xMW187 (6x6x6/6) be placed above the top of the steel decking and positioned towards the top of the slab, or as specified by the engineer of record w w w c o m s l a b c a 7 TEMPORARY SUPPORTS When the design span exceeds the maximum unshored spans, the wet concrete weight and construction loads shall be supported by adding temporary supports (shoring), as designed by the engineer of record Where temporary supports are required, it is important that: Beams and the support structure have adequate strength to support the construction loads as designed and specified by the engineer of record Shoring is normally placed at midspan or at other suitable intervals, as required Shoring beams shall provide a minimum bearing width of 100 mm (4 in) The shoring structure shall remain in place until the concrete has reached 75% of its design strength, or as specified by the engineer of record CONCRETE PLACEMENT Concrete shall be placed in accordance with CSA A1-09 Before starting concrete placement, steel decking shall be cleared of dirt, grease and debris, which could adversely influence the composite slab performance Care shall be taken to avoid concrete heaping in any area during concrete placement Typical construction live loads have been accounted for in the load tables Should additional construction loading be required, approval by the engineer of record is required

C O N S T R U C T I O N A N D I N S TA L L AT I O N G U I D E L I N E S OTHER CONSIDERATIONS PENETRATIONS Penetrations through the floor decking shall be cut after the concrete has cured Before placing concrete, any openings shall be boxed out with form work as specified by the engineer of record The following guidelines are suggested for isolated openings at right angles to the deck span, or as specified by the engineer of record: Up to 00 mm (1 in) square penetrations centred on the top of the profile of the deck is acceptable without additional, other than the minimum shrinkage and temperature mesh Up to 45 mm (167 in) width by 1000 mm (94 in) length opening with additional Openings larger than 45 mm (167 in) require structural steel framing as specified by the engineer of record Close grouping of openings transverse to the profile shall be treated as one opening, requiring additional as specified by the engineer of record After the slab has reached 75% of the required concrete compressive strength, a nibbler, power saw or coring machine can be used to cut out openings in the top profile with the approval by the engineer of record w w w c o m s l a b c a 8 SERVICE HOLES Refer to table on page 1 for size and location of round holes through ComSlab ribs Sleeves shall be fastened in place before concrete placement Cut-out of holes shall be done only after the concrete has reached 75% of its design strength, or as specified by the engineer of record COLUMNS AND ComSlab DECKING The steel deck can be cut and fitted to accommodate various column shapes to minimize grout loss Where no supporting steel work is provided, steel angle brackets shall be provided to support the steel decking, as specified by the engineer of record HANGER SYSTEM The geometry of the ribs allows for the suspension of services from the profile top flange between ribs Pre-set threaded rod hangers are easily installed before the concrete is placed Consult your mechanical and electrical consultants, and installation contractors for accepted specifications CEILING HANGER SYSTEMS Ceilings can be suspended directly from the bottom of the steel deck IN-FLOOR RADIANT HEAT Install flat sheets of wire mesh or other equivalent material, ie 10 mm reinforcing bar @ 560 mm ( in) on centre commonly used UNDERSIDE VIEW The installed ribbed ceiling provides suitable substrate for direct finishing; applying additional fire safety protection; enhanced acoustical treatment and finishing with a variety of finished ceiling materials: drywall, post paint, ceiling grid & tile

S U G G E S T E D C O N S T R U C T I O N D E TA I L S Shrinkage and temperature Concrete slab Beam reinforcing by engineer of record Perimeter Trim Concrete slab Shrinkage and temperature ComSlab Deck 57 mm (min) Restraint Strap 57 mm (min) Rebar Supports with rebar at 610 mm oc Side-lap Washers fastened at 50 mm oc END CLOSURE DETAIL Deck and edge trim fastened to steelwork Refer to load tables for span limitations Loadbearing BMP steel stud wall or structural support ComSlab Deck Temporary shoring SHORING DETAIL Beam reinforcing by engineer of record Perimeter Trim Restraint Straps Rib reinforcing at 610 mm oc ComSlab Deck Shrinkage and temperature 57 mm (min) END BEARING DETAIL Beam reinforcing by engineer of record Perimeter Trim Restraint Strap Rebar Supports with rebar at 610 mm oc ComSlab Deck Shrinkage and temperature 57 mm (min) Deck and edge Side-lap Washers Deck and edge trim trim fastened to fastened at fastened to steelwork steelwork 50 mm oc Loadbearing BMP steel stud wall or structural support 9 PERIMETER BEARING DETAIL w w w c o m s l a b c a Rib reinforcing as specified by design Concrete slab Beam reinforcing by engineer of record Shrinkage and temperature 57 mm (min) Wide flange beam (WF) Rib reinforcing as specified by design Top flange of deck fastened to top of end closure using 1 self-drilling fastener per pitch (typical) Shrinkage and temperature 57 mm (min) ComSlab Deck Deck and s fastened to bearing using heavy-duty shot-fired pins or self-drilling fasteners (typical) Loadbearing BMP steel stud wall or structural support WALL CONNECTION DETAIL ComSlab Deck Deck and s fastened to bearing using heavy-duty shot-fired pins or self-drilling fasteners (typical) 6 mm steel plate welded to WF beam WIDE FLANGE BEAM DETAIL NOTE: The above examples of construction applications for ComSlab are illustrative only and should only be used with the final approval of the engineer of record

S U G G E S T E D C O N S T R U C T I O N D E TA I L S Shrinkage and temperature Beam reinforcing by engineer of record 57 mm (min) Shrinkage and temperature Beam reinforcing by engineer of record Restraint Strap 10 mm (max) 57 mm (min) Perimeter Trim Deck and s fastened to bearing using heavy-duty shot-fired pins or self-drilling fasteners (typical) ComSlab Deck Rib reinforcing as specified by design Loadbearing BMP steel stud wall or structural support PANEL DIRECTION CHANGE DETAIL Side-lap Washer fastened at 50 mm oc ComSlab Deck cut to suit dimensions Inside Trim Rib reinforcing with Rebar Supports SIDE PERIMETER BEARING DETAIL w w w c o m s l a b c a 10 Perimeter Trim Restraint Strap ComSlab Deck Temporary shoring as required by engineer of record Shrinkage and temperature Refer to structural drawings for reinforcing in cantilever slab Rib reinforcing as specified by design Cantilever slab varies, see structural drawings Loadbearing BMP steel stud wall or structural support END CANTILEVER DETAIL Platelage de corridor (par d'autres) 87 mm (min) 15 mm clearance to top of wall Cornière Deck and s fastened to support using heavy-duty shot-fired pins or self-drilling fasteners (typical) Shrinkage and temperature Beam reinforcing and stirrups, as required by engineer of record 57 mm (min) ComSlab Deck Rib reinforcing as specified by design Loadbearing BMP steel stud wall or structural support CORRIDOR BEARING DETAIL Corridor deck (by others) 57 mm (min) Corridor Trim Shrinkage and temperature Perimeter Trim Restraint Strap Beam reinforcing and stirrups, as required by engineer of record ComSlab Deck 57 mm (min) Shrinkage and temperature 15 mm clearance to top of wall Tie-wire as required for suspended ceiling Loadbearing BMP steel stud wall or structural support Corridor finish Furring channel ComSlab Deck CORRIDOR FINISHING DETAIL Furring channel Interior finish Loadbearing BMP steel stud wall with insulation Exterior sheathing and/or insulation (as required) See architectural drawings END BEARING FINISHING DETAIL NOTE: The above examples of construction applications for ComSlab are illustrative only and should only be used with the final approval of the engineer of record

S U G G E S T E D C O N S T R U C T I O N D E TA I L S As specified 95 mm 610 mm As specified 95 mm 610 mm Plumbing Pipe 15 mm 15 mm 95 mm Furring channel 45 mm Plumbing Pipe 10 mm 16 mm 16 mm 05 mm to 0 mm Non-loadbearing or as specified BMP steel stud wall ComSlab Deck ComSlab Deck Fill material Furring channel 16 mm ** ** 16 mm 64 mm **indicates various stud widths 54 mm 05 mm to 0 mm Non-loadbearing or as specified BMP steel stud wall SUGGESTED CLEARANCE NEAR PLUMBING STACKS 10 mm ComSlab span Engineer of record to design rebar and stirrups as required to suit loads ComSlab span 6 mm ComSlab span Engineer of record to design rebar and stirrups as required to suit loads ComSlab span End closure 45 mm End closure 1015 mm (4 in) (8 in) (8 in) End closure End closure 1015 mm (4 in) (8 in) (8 in) w w w c o m s l a b c a Inverted c/w ComSlab c/w end closure to form INVERTED ComSlab - BEARING BEAM Inverted c/w ComSlab c/w end closure to form 11 C L Deck Flute C L Deck Flute C L Deck Flute 8" '-0" '-0" 8" Restraint straps @ 400 oc, fixed using self-drilling fasteners (typ) Top of concrete slab Opening Size Deck closure 8" Opening Size Max 1000 Structural steel member with welded rebar to be designed by the engineer of record Deck closure Reinforcement to be designed by the engineer of record ComSlab Deck Note: Deck remains thru opening until concrete reaches 8 day strength OPENING PERPENDICULAR TO DECK SPAN DETAIL Opening Size Structural steel member with welded rebar to be designed Top of concrete slab by the engineer of record Provide rebar in flute at each side of opening (typ), to be specified by the engineer of record Note: Deck remains thru opening until concrete reaches 8 day strength Deck closure Opening Size OPENING PERPENDICULAR TO DECK SPAN DETAIL Max 1000 ComSlab CUT-THROUGH RIB REBAR DETAIL OPENING 8" NOTE: The above examples of construction applications for ComSlab are illustrative only and should only be used with the final approval of the engineer of record

F I R E R E S I S TA N C E & A C O U S T I C P E R F O R M A N C E ComSlab FIRE RATINGS & TESTED ACOUSTICAL PERFORMANCE FIRE SAFETY PERFORMANCE TESTS Unprotected Fire Rated Assemblies Protected Fire Rated Assemblies Furring Channel 5/8" Gypsum Board Design No Rating HR* Minimum Concrete Topping Total Slab Depth Assembly ULC D500 0 90 mm 9 mm Protected ULC F909 10 64 mm 67 mm 15 90 mm 9 mm Unprotected ULC F918 0 110 mm 1 mm UL D504 0 50 in 115 in Protected UL D90 10 50 in 105 in 15 50 in 115 in Unprotected UL D989 0 45 in 15 in * Valid for both restrained condition (no span limitation) and unrestrained condition (up to '10") NOTES ON FIRE RESISTANCE RATINGS: All rated assemblies are determined on the basis of results of tests conducted in accordance with CAN/ULC S101 (Canada) and UL 6 (USA) fire endurance tests of building construction and materials Testing conducted using full-scale built floors, loaded to capacity and subjected to the standard time-temperature curve of 1,60 C w w w c o m s l a b c a STC 47 NGC # 5009077 IIC 1 NGC # 7009076 ACOUSTICAL PERFORMANCE STC 56 NGC # 5009050 STC 58 NGC # 5009047 1 STC 59 NGC # 5009048 IIC NGC # 7009078 STC 49 NGC # 501401 STC 58 NGC # 501401 IIC 1 NGC # 701400 STC 51 NGC # 501409 STC 57 NGC # 501408 STC 61 NGC # 5014048 IIC 9 NGC # 7014059 NOTES ON ACOUSTICAL PERFORMANCE: Acoustic tests are based on ASTM E90 (STC) and ASTM E49 (IIC) Sound loss and sound transmission are measured by a series of instruments from which the ratings are calculated for design

C o m S l a b D E TA I L S TYPICAL ComSlab ROUND SERVICE HOLE DETAILS D ComSlab Deck h (min) 57 mm (min) D (NA) h 0 mm d As specified D h (min) Outside third of span Outside third of span NOTATIONS: D = Overall Slab Depth d = Rebar diameter h = Maximum hole diameter NA = Neutral Axis ComSlab MAXIMUM HORIZONTAL OPENING TABLE Bar Size/Nominal Rebar Diameter (mm) Maximum Hole Diameter h (mm) h (in) ComSlab CONCRETE VOLUME VALUES FOR ESTIMATING SI UNITS IMPERIAL UNITS 10 M 11 mm 10 51 Slab Thickness (mm) (in) 15 M 160 mm 15 49 Concrete Volume (yd /100 ft ) Concrete Volume (m /10m ) Slab Thickness (in) (mm) Concrete Volume (yd /100 ft ) Concrete Volume (m /10m ) 0 M 195 mm 11 47 5 M 5 mm 116 45 0 M 99 mm 111 4 5 M 57 mm 105 41 w w w c o m s l a b c a 1 TABLE NOTES: Does not include concrete over bearing structure REINFORCING BAR INFORMATION Nominal Bar Designation Diameter Actual Values Area Mass per Unit Length in MAXIMUM HORIZONTAL OPENING TABLE in lb/ft TABLE NOTES 0 mm (0787 in) of concrete is required above each rebar Clear distance from the bottom of each rebar is (157 in) minimum The spacing between any two holes shall not be less than h No more than holes shall be placed side by side, with the end distance spacing not less than D Hole(s) shall be positioned in the outside thirds of span, as shown above

C o m S l a b D E TA I L S ComSlab STEEL DECK AND ACCESSORIES MATERIALS THICKNESS in WEIGHT Imperial PACKAGING Pieces ComSlab 095 0075 16 kg/m 58 lb/ft 0 pieces STEEL DECK per bundle (Z75 FINISH) 157 00495 166 kg/m 41 lb/ft cut to length 90º END CLOSURES 50 mm 17 0054 98 kg/m or 175 lb/ft or 50 pieces per bundle (Z75 FINISH) 544 kg/pc 105 lb/pc 45º END CLOSURES 50 mm 17 0054 5 kg/m or 171 lb/ft or 50 pieces per bundle (Z75 FINISH) 68 kg/pc 145 lb/pc w w w c o m s l a b c a PERIMETER TRIMS (Z75 FINISH) D = overall slab depth 17 0054 177 kg/pc to 04 kg/pc 9 lb/pc to 45 lb/pc 10 pieces per bundle 10 ft lengths INSIDE TRIMS 50 mm 088 00 91 kg/pc 0 lb/pc 10 pieces 14 (Z180 FINISH) CORRIDOR TRIMS 109 17 004 0054 11 kg/pc 16 kg/pc 5 lb/pc 0 lb/pc per bundle 10 ft lengths (Z180 FINISH) SIDE-LAP WASHERS 109 004 11 kg 5 lb 500 pieces (Z180 FINISH) REBAR SUPPORT CHAIR 088 00 04 kg 45 lb 00 pieces RESTRAINT STRAPS 088 00 454 kg 10 lb 50 pieces (Z180 FINISH) per bundle per bundle per bundle FASTENERS No14 1/4-14 X 1" Hex SD Zinc 181 kg 4 lb 00 pieces SCREWS 181 kg 4 lb 1500 pieces No8 x 1/" Wafer SD Zinc

D E S I G N C R I T E R I A A N D T E C H N I C A L DATA USE OF DEFLECTION PARAMETERS SI Units L = DP x 10 DC x w d Where: L = Span length in metres or feet DP = Deflection parameter from load table DC = Deflection value, such as 60 w d = Deflection live load in kpa or psf Examples: SI Units Base steel thickness 095 mm Nominal bar designation Slab depth 60 mm Deflection live load 19 kpa From table on page 18, DP = 918 Assume DC = 60 L = 918 x 10 ; L = 110 m 60 x 19 Number of Lines Required Not Required 1@ 1/ Span @ 1/ Span Imperial Units 6 L = DP x 10 DC x w d Imperial Units Base steel thickness 0075 in Nominal bar designation Slab depth 105 in Deflection live load 40 psf From table on page 19, DP = 668 Assume DC = 480 6 L = 668 x 10 ; L = 6 ft 480 x 40 DEFLECTION DUE TO SLAB WEIGHT The deflection due to the slab weight can be calculated as follows The calculation is based on the uncracked moment of inertia of the section and the deflection parameter, SWDP, can be obtained from the ComSlab design data tables on pages 18 and 19 Imperial Units 4 δ sw = SWDP x (L) = in 10 6 L = feet U N S H O R E D S PA N R E Q U I R E M E N T S 095 mm Steel Thickness - Metric Max Unshored Span in Meters for Shoring Lines Total Slab Thickness (mm) 60 70 80 90 00 10 0 0 4 65 100 4 60 9 41 56 86 9 5 81 8 50 76 7 47 7 6 44 68 5 4 65 10 kpa CONSTRUCTION LIVE LOAD Number of Lines Required Not Required 1@ 1/ Span @ 1/ Span SI Units 4 δ sw = SWDP x (L) = mm 10 L = metres 16 mm Steel Thickness - Metric Max Unshored Span in Meters for Shoring Lines Total Slab Thickness (mm) 60 70 80 90 00 10 0 0 56 109 104 55 101 108 54 95 110 5 89 110 5 84 110 51 79 110 50 75 110 49 71 110 w w w c o m s l a b c a Number of Lines Required Not Required 1@ 1/ Span @ 1/ Span Number of Lines Required Not Required 1@ 1/ Span @ 1/ Span 095 mm Steel Thickness - Metric Max Unshored Span in Meters for Shoring Lines Total Slab Thickness (mm) 60 70 80 90 00 10 0 0 8 5 80 7 50 77 6 47 7 5 44 68 4 4 65 40 6 9 60 7 57 0075" Steel Thickness - Imperial Max Unshored Span in Feet for Shoring Lines Total Slab Thickness 105" 110" 115" 10" 15" 10" 15" 140" 18 00 08 1 18 8 19 169 61 14 157 4 10 146 6 116 16 10 11 17 196 109 119 18 0 kpa CONSTRUCTION LIVE LOAD Number of Lines Required Not Required 1@ 1/ Span @ 1/ Span 1 psf CONSTRUCTION LIVE LOAD Number of Lines Required Not Required 1@ 1/ Span @ 1/ Span 16 mm Steel Thickness - Metric Max Unshored Span in Meters for Shoring Lines Total Slab Thickness (mm) 60 70 80 90 00 10 0 0 50 88 110 49 84 110 48 79 110 47 75 110 46 7 108 45 68 105 44 65 101 4 6 96 00495" Steel Thickness - Imperial Max Unshored Span in Feet for Shoring Lines Total Slab Thickness 105" 110" 115" 10" 15" 10" 15" 140" 181 7 60 176 09 60 17 85 60 168 65 60 164 48 60 159 59 155 19 8 151 06 0 15 Number of Lines Required Not Required 1@ 1/ Span @ 1/ Span 0075" Steel Thickness - Imperial Max Unshored Span in Feet for Shoring Lines Total Slab Thickness 105" 110" 115" 10" 15" 10" 15" 140" 11 168 56 118 156 8 115 146 11 17 09 109 19 197 107 11 186 104 115 177 10 109 168 4 psf CONSTRUCTION LIVE LOAD Number of Lines Required Not Required 1@ 1/ Span @ 1/ Span 00495" Steel Thickness - Imperial Max Unshored Span in Feet for Shoring Lines Total Slab Thickness 105" 110" 115" 10" 15" 10" 15" 140" 164 84 60 159 64 60 155 46 60 151 1 54 147 18 4 144 06 16 141 195 99 18 185 85 Lengths shown in bold italics in the above tables are limited to the maximum spans based on strength/deflection considerations

S PA N TA B L E S - M E T R I C w w w c o m s l a b c a 16 @ 610 mm OC @ 610 mm OC @ 610 mm OC TABLE NOTES 19 kpa LIVE LOAD 48 kpa LIVE LOAD Maximum Allowable Single Span (meters) 07 kpa SIDL 095 mm Steel Thickness Total Slab Thickness ( mm) 60 70 80 90 00 10 0 0 680 760 840 960 980 10 750 80 900 980 100 104 680 760 840 960 10 10 680 760 850 980 106 106 680 780 850 980 108 108 680 780 850 980 108 108 680 780 860 980 110 110 680 780 860 980 110 110 16 mm ComSlab Steel Thickness 760 840 900 100 105 108 760 840 900 100 108 110 760 850 900 100 110 110 760 850 900 100 110 110 780 850 900 100 110 110 780 850 900 100 110 110 700 780 860 980 110 110 780 850 900 100 110 110 Maximum Allowable Single Span (meters) 1 kpa SIDL 095 mm Steel Thickness Total Slab Thickness ( mm) 60 70 80 90 00 10 0 0 650 70 800 900 90 960 70 800 860 90 950 980 650 70 800 900 90 960 660 740 800 940 100 10 660 750 80 940 105 10 680 750 80 950 106 106 680 750 80 950 106 106 680 760 80 960 106 106 16 mm ComSlab Steel Thickness 70 800 860 980 980 10 740 800 860 980 10 106 740 80 880 980 106 108 750 80 880 100 110 110 750 80 880 100 110 110 760 80 900 100 110 110 700 760 80 980 106 106 760 840 900 100 110 110 Maximum Allowable Single Span (meters) Maximum Allowable Single Span (meters) 17 kpa SIDL 17 kpa SIDL 095 mm Steel Thickness 095 mm Steel Thickness Total Slab Thickness ( mm) @ 610 mm OC Total Slab Thickness ( mm) 60 70 80 90 00 10 0 0 60 70 80 90 00 10 0 0 60 700 760 860 880 90 680 760 80 880 900 90 60 700 780 900 90 950 700 760 80 90 940 960 SIDL = Super Imposed Dead Load 60 700 780 900 950 980 Spans are based on single span condition 640 70 780 900 980 10 640 70 800 90 10 10 650 70 800 90 10 10 16 mm Steel Thickness 700 780 840 950 960 100 70 780 850 960 100 104 70 780 860 960 106 106 70 800 860 960 106 110 650 70 800 90 10 10 70 800 860 980 108 110 The above tables are based on placing one bar at each ComSlab rib @ 610 mm OC Negative moment bars to be specified by the project engineer if required 650 740 800 90 104 104 740 800 860 980 108 110 Temporary Shoring to be placed at equal distances at either mid or 1/ of the spans or as specified by the shoring engineer Consult with the project engineer The above values are based on Concrete Properties: 400 kg/m Normal Weight; Compressive Strength of 0 MPa Deflection Limit due to the live load is L/60 Temperature/Shrinkage, full size of slab (15 x 15 x MW 187 x MW 187) @ 610 mm OC @ 610 mm OC Maximum Allowable Single Span (meters) 07 kpa SIDL 095 mm Steel Thickness Total Slab Thickness ( mm) 60 70 80 90 00 10 0 0 580 600 650 750 760 780 580 650 700 760 780 800 600 600 660 760 800 80 600 600 660 760 80 850 600 60 680 780 850 880 60 60 680 780 880 900 60 60 680 800 880 940 640 640 700 800 900 960 16 mm ComSlab Steel Thickness 600 660 700 780 800 840 600 660 70 800 840 860 600 680 70 80 860 900 60 680 740 840 900 90 60 680 750 840 90 960 640 700 760 850 940 980 640 640 700 800 900 100 640 700 760 860 950 10 Maximum Allowable Single Span (meters) 1 kpa SIDL 095 mm Steel Thickness Total Slab Thickness ( mm) 60 70 80 90 00 10 0 0 500 580 640 70 750 780 560 60 680 740 740 780 500 560 60 70 70 750 560 600 660 70 740 760 50 580 650 740 780 800 50 600 650 750 800 80 50 600 660 760 80 860 540 600 660 760 860 880 550 60 680 780 860 90 550 60 680 780 880 950 16 mm ComSlab Steel Thickness 580 640 680 760 780 80 580 650 700 780 80 850 600 660 700 800 850 880 600 660 70 800 860 900 60 680 70 80 900 90 60 680 70 80 90 960 500 560 60 70 750 780 500 580 640 740 780 800 50 580 650 750 800 840 50 600 650 750 840 860 50 600 660 760 850 880 540 60 660 760 860 90 16 mm ComSlab Steel Thickness 560 60 680 750 760 800 580 640 680 780 800 80 580 640 700 780 80 850 600 650 700 780 850 880 600 660 700 780 880 900 600 660 70 800 880 940 560 60 680 800 880 960 60 680 740 840 90 100 540 60 680 780 860 950 60 680 70 80 900 960

S PA N TA B L E S - I M P E R I A L @ 4 in OC @ 4 in OC @ 4 in OC 40 psf LIVE LOAD 100 psf LIVE LOAD Maximum Allowable Single Span (feet) 15 psf SIDL 0075 in Steel Thickness Total Slab Thickness ( in ) 105 110 115 10 15 10 15 140 0 50 75 15 0 45 0 60 90 0 40 60 5 50 80 0 45 60 5 55 80 0 50 60 5 55 80 0 50 60 0 55 80 5 50 60 0 55 80 5 50 60 0 60 85 5 50 60 00495 in ComSlab Steel Thickness 0 60 90 0 55 60 0 60 90 0 60 60 0 60 90 0 60 60 0 60 90 0 60 60 0 60 90 0 60 60 0 60 90 0 60 60 0 60 85 5 50 60 0 60 90 0 60 60 Maximum Allowable Single Span (feet) 5 psf SIDL 0075 in Steel Thickness Total Slab Thickness ( in ) 105 110 115 10 15 10 15 140 15 40 65 05 15 5 0 60 85 10 0 0 15 45 65 05 5 40 0 45 70 10 45 55 0 45 70 10 45 60 0 50 70 15 50 60 0 50 75 15 50 60 0 50 75 15 50 60 00495 in ComSlab Steel Thickness 0 60 85 5 5 45 0 60 90 5 50 60 0 60 90 0 60 60 0 60 90 0 60 60 0 60 90 0 60 60 0 60 90 0 60 60 5 50 75 0 50 60 0 60 90 0 60 60 Maximum Allowable Single Span (feet) 5 psf SIDL 0075 in teel Thickness Total Slab Thickness ( in ) 105 110 115 10 15 10 15 140 05 0 55 95 00 10 0 50 70 95 05 15 05 5 55 95 10 5 TABLE NOTES SIDL = Super Imposed Dead Load 10 5 60 00 0 5 Spans are based on single span condition 10 5 60 00 5 50 10 40 60 05 5 60 15 40 65 05 40 60 15 40 65 05 40 60 00495 in ComSlab Steel Thickness 0 55 75 10 0 0 0 60 80 15 0 45 0 60 80 0 50 55 0 60 85 0 50 60 0 60 85 5 55 60 0 60 90 5 60 60 The above tables are based on placing one bar at each ComSlab rib @ 4 in OC Negative moment bars to be specified by the project engineer if required 15 45 65 10 45 60 0 60 90 0 60 60 @ 4 in OC @ 4 in OC @ 4 in OC Maximum Allowable Single Span (feet) 15 psf SIDL 0075 in Steel Thickness Total Slab Thickness ( in ) 105 110 115 10 15 10 15 140 175 195 15 50 60 65 195 15 0 55 65 70 175 00 0 50 70 80 180 05 5 55 80 90 180 05 5 60 90 05 185 10 0 65 95 15 185 10 0 65 95 0 190 15 5 70 00 40 00495 in ComSlab Steel Thickness 00 0 5 65 75 85 00 0 40 70 90 95 05 5 45 75 00 10 10 0 45 80 05 0 10 0 50 85 10 5 15 5 55 85 15 45 190 15 5 70 05 45 15 5 55 90 0 55 Maximum Allowable Single Span (feet) 5 psf SIDL 0075 in Steel Thickness Total Slab Thickness ( in ) 105 110 115 10 15 10 15 140 170 190 10 45 50 60 190 10 5 50 55 65 175 195 15 45 65 70 175 00 15 50 75 85 180 00 0 55 85 95 180 05 5 60 90 10 180 05 5 60 90 0 185 10 0 65 95 0 00495 in ComSlab Steel Thickness 195 15 0 60 70 75 195 15 5 65 80 90 00 0 40 70 90 00 05 5 40 75 00 15 05 5 45 75 05 5 10 0 50 80 10 5 185 10 0 65 00 5 10 0 50 85 10 50 Maximum Allowable Single Span (feet) 5 psf SIDL 0075 in Steel Thickness Total Slab Thickness ( in ) 105 110 115 10 15 10 15 140 165 185 05 5 45 55 185 05 0 45 50 60 170 190 10 40 55 65 175 195 10 45 65 75 175 195 15 50 75 90 175 00 0 50 80 00 180 00 0 55 85 10 180 05 5 60 90 5 00495 in ComSlab Steel Thickness 190 10 5 55 65 70 190 10 0 60 70 80 195 15 0 65 85 95 00 0 5 65 95 05 00 0 40 70 00 15 05 5 40 75 00 0 180 05 5 60 90 0 05 5 45 75 05 40 Temporary Shoring to be placed at equal distances at either mid or 1/ of the spans or as specified by the shoring engineer Consult with the project engineer The above values are based on Concrete Properties: 150 lb/ft Normal Weight; Compressive Strength of 45 ksi Deflection Limit due to the live load is L/60 Temperature/Shrinkage, full size of slab (6 x 6 x 6/6) w w w c o m s l a b c a 17

D E S I G N D ATA - M E T R I C U N I T S w w w c o m s l a b c a 18 NOMINAL BAR DESIGNATION TABLE NOTES NOMINAL BAR DESIGNATION 095 mm STEEL THICKNESS NORMAL DENSITY CONCRETE (400 kg/m ) SLAB THICKNESS ( mm) 60 70 80 90 00 10 0 0 4 0971 655 60 4 0971 708 50 45 0971 755 4 47 0971 84 0 50 0971 918 0 54 0971 1015 09 The "SLAB WEIGHT" is made up of the self weight of the steel deck, the reinforcing bar and the concrete slab For explanation of deflection parameters DP & SWDP, see pg 15 SLAB THICKNESS" is measured from top of concrete to bottom of steel deck Concrete volumes listed above do not include concrete over bearing structure 66 66 79 54 67 1071 788 45 68 1071 841 7 71 1071 98 4 7 1071 105 14 77 1071 115 0 89 1171 809 48 90 1171 874 9 9 1171 9 1 94 1171 1041 19 97 1171 118 09 01 1171 16 198 1 171 894 4 14 171 966 15 171 100 5 18 171 1150 1 0 171 158 0 4 171 197 19 6 171 985 4 8 171 106 6 9 171 114 19 41 171 166 07 44 171 185 197 48 171 1540 186 60 1471 108 7 61 1471 1168 19 6 1471 145 1 65 1471 189 00 67 1471 151 191 71 1471 1691 180 16 mm STEEL THICKNESS NORMAL DENSITY CONCRETE (150 lb/ft ) SLAB THICKNESS ( mm) 46 0971 77 47 47 0971 778 8 48 0971 8 51 0971 906 1 54 0971 980 1 57 0971 107 0 69 1071 808 4 71 1071 864 7 1071 915 7 74 1071 1008 16 77 1071 109 07 81 1071 1198 197 9 1171 894 6 94 1171 957 8 96 1171 101 1 98 1171 1117 10 01 1171 110 0 04 1171 10 19 17 171 987 0 18 171 1056 19 171 1117 16 171 1 05 4 171 16 196 8 171 1471 186 40 171 1087 41 171 116 16 4 171 19 09 45 171 156 199 48 171 1471 190 51 171 160 180 64 1471 119 16 65 1471 175 09 66 1471 148 0 69 1471 1487 19 71 1471 161 184 51 171 160 180 8 1571 1187 19 85 1571 180 1 86 1571 164 05 88 1571 151 194 91 1571 1665 185 71 1471 1691 180 87 1571 108 09 88 1571 196 0 90 1571 1476 196 9 1571 167 187 95 1571 1765 178 99 1571 1947 169 407 1671 100 1 408 1671 1400 04 409 1671 1490 198 41 1671 1661 187 414 1671 1817 178 418 1671 0 168 60 70 80 90 00 10 0 0 411 1671 140 0 41 1671 155 195 41 1671 161 190 416 1671 1776 180 418 1671 197 17 99 1571 1947 169

D E S I G N D ATA - I M P E R I A L U N I T S NOMINAL BAR DESIGNATION TABLE NOTES NOMINAL BAR DESIGNATION 0075" STEEL THICKNESS NORMAL DENSITY CONCRETE (150 lb/ft ) SLAB THICKNESS ( in ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) 105 110 115 10 15 10 15 140 59 16 50 0871 54 16 56 089 544 16 599 081 550 16 668 0769 555 16 70 076 56 16 807 0698 The "SLAB WEIGHT" is made up of the self weight of the steel deck, the reinforcing bar and the concrete slab For explanantion of deflection parameters DP & SWDP, see pg 15 "SLAB THICKNESS" is measured from top of concrete to bottom of steel deck Concrete volumes listed above do not include concrete over bearing structure 60 14 59 0845 604 14 641 0814 607 14 684 0788 61 14 76 0745 617 14 84 0711 65 14 95 067 664 157 67 0816 667 157 77 0786 669 157 776 076 675 157 866 0719 680 157 947 0686 688 157 105 0648 77 17 761 0785 79 17 81 0757 7 17 875 07 77 17 977 069 74 17 1069 0660 750 17 1189 06 789 188 856 075 79 188 9 076 794 188 984 070 800 188 1097 0665 805 188 101 06 81 188 16 0597 85 0 960 0719 854 0 104 0694 857 0 1101 067 86 0 18 066 867 0 14 0607 875 0 1495 057 00495" STEEL THICKNESS NORMAL DENSITY CONCRETE (150 lb/ft ) SLAB THICKNESS ( in ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) CONCRETE VOLUME ( yd /100 ft ) 547 16 576 087 609 14 656 080 67 157 74 0776 74 17 89 0747 797 188 94 0716 859 0 1057 0685 914 19 1074 0685 917 19 1155 066 919 19 19 064 95 19 168 0608 90 19 1497 0580 98 19 1666 0547 9 19 1181 0654 977 4 1198 065 979 4 187 061 98 4 168 061 987 4 151 0581 99 4 166 0554 1000 4 1849 05 105 110 115 10 15 10 15 140 550 16 616 0800 55 16 65 0777 557 16 718 079 56 16 778 0710 571 16 85 0677 61 14 70 0776 615 14 74 0754 60 14 819 0716 65 14 888 0686 6 14 975 065 675 157 795 0750 677 157 841 079 68 157 98 069 688 157 1006 066 696 157 1108 068 77 17 896 07 740 17 948 070 745 17 1046 0666 750 17 115 067 758 17 150 0604 800 188 1007 069 80 188 1065 0674 807 188 1174 0640 81 188 174 061 81 188 1405 0579 86 0 117 066 865 0 1191 0645 870 0 11 061 875 0 144 0586 88 0 1571 0555 95 19 158 06 97 19 19 0616 9 19 146 0586 98 19 1586 0561 946 19 1749 051 984 4 115 06 987 4 1400 0604 990 4 1477 0588 995 4 164 0559 1000 4 1761 056 1008 4 194 0507 w w w c o m s l a b c a 19