EPS Top Hats€¦ · eps top hat - id15 custom ordered in any height comes in 8' [2.44m] long...

ProductU.S. EPS Board

Type (ASTM C578)

Canada EPS Board

Type (CAN/ULC-S701)

EPS Top Hats - ex Surrey BC

Insul-Deck Type 1

Type II

Type VIII

min. 1.35 pcf

[21.6 kg/m3]Type 2

Density

avg. 1.25 pcf

[20 kg/m3]

Thermal Conductance(per inch [25mm] thickness)

R-4.00 ft.²•h•°F/Btu

[RSI-0.7044 K·m²/W]

NOTES:TOP HATS INCREASE INSUL-DECK'S EFFECTIVE BEAM DEPTH WHICH IN TURN INCREASES LIVE LOAD CAPACITY AND CLEAR SPAN OF THE FLOOR SYSTEM

WHEN SELECTING TOP HAT THICKNESS, PAY ATTENTION TO MAXIMUM SLENDERNESS (HEIGHT TO WIDTH) RATIO FOR CONCRETE JOISTS

EF

FE

CT

IVE

JO

IST

DE

PT

H

CO

NC

RE

TE

JO

IST

INSUL-DECK PANEL WIDTH

(Concrete joist center to center distance)

= 2'-0" [610mm]

8"

[203m

m]

(VA

RIA

BLE

)8

" [2

03m

m]

EPS TOP HAT

SEE DETAIL BELOW

BEAM WIDTH =6" [152mm]

SLAB REINFORCEMENT AS PER EOR

E.G. WWM 6x6 [152x152] OR #3 [10M] EACH WAY

CONCRETE COMPRESSIVE STRENGTH AS SPECIFIED

MAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP

OR AS PER EOR

CONCRETE JOIST REINFORCEMENT AS SPECIFIED

MIN. 34" CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR

SHEAR STIRRUP REINFORCEMENT AS SPECIFIED (IF REQUIRED)

#3 S-SHAPED OR STRIPS OF WWM IN ACCORDANCE WITH ACI-318

SEE DRAWING ID-807

USE EPS-COMPATIBLE GLUE TO SECURE EPS TOP HATS TO INSUL-DECK

PANELS (I.E. 3M™ POLYSTYRENE INSULATION 78 SPRAY ADHESIVE OR EQ.)

INSUL-DECK PANEL THICKNESSES

AVAILABLE: 7", 8", 9", 10", 11", 12" OR 12.5"[178mm, 203mm, 229mm, 254mm, 279mm,

305mm, 318mm]

18" [457mm]

1'-312" [394mm]11

4" [32mm]

2"

[51m

m]

VA

RIA

BLE

EPS TOP HAT - ID15

CUSTOM ORDERED IN ANY HEIGHT

COMES IN 8' [2.44m] OR 4' LONG SECTIONS

MADE FROM MODIFIED EXPANDED POLYSTYRENE (EPS - INCLUDES FLAME-RETARDANT)

DENSITY - REFER TO TABLE BELOW

SLAB THICKNESS RANGE

2" TO 6" [50mm TO 150mm]

2"

[51

mm

]

EPS Top Hats Type VIII Type 1min. 1.15 pcf

[18.4 kg/m3]min. R-3.80 ft.²•h•°F/Btu

[RSI-0.6692 K·m²/W]

IT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLE REGULATIONS

AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OF THESE PRODUCTS.

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

INSUL-DECK65 Grady Knight Industrial Ct. Villa Rica, GA 30180-2107

Phone: 800-475-6720Fax: 727-216-7946

Email: [email protected]: www.insuldeck.com

IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTAND

SAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.

2017-02-15

EPS Top Hats

R1

2017-09-13

TECHNICALID-108

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. K.

min. R-3.80 ft.²•h•°F/Btu

[RSI-0.6692 K·m²/W]

BEAM WIDTH AS SPECIFIED

8"

8"

4"

1'-2"

2"

BE

AM

DE

PT

H A

S S

PE

CIF

IED

1

4 5 6 7

2

9 10

11

2'-0" TYP.

13

8

1. SLAB (THICKNESS AS SPECIFIED)

2. SLAB REINFORCEMENT AS SPECIFIED

3. NEGATIVE MOMENT REINFORCEMENT (IF REQUIRED)

4. GIRDER BEAM REINFORCEMENT AS SPECIFIED

5.8" THICK EPS TOP HAT

(THICKNESS ADJUSTABLE TO MEET ENGINEERING REQUIREMENTS)

6. 8" INSUL-DECK PANEL

7. INSUL-DECK BEAM REINFORCEMENT AS SPECIFIED

8.USE EPS-COMPATIBLE GLUE TO SECURE TOP HATS TO INSUL-DECK


9. SHORING BEAMS - SPACING AS PER SHORING SUPPLIER

10.INTEGRATED INSUL-DECK PANEL METAL FURRING SPACED AT 12" O.C.

FOR FINISH ATTACHMENT

11. TEMPORARY CONVENTIONAL FORMWORK

12. COLUMN / WALL SUPPORT BEYOND

13.

CUT OFF THE FIRST INSUL-DECK WING ON EITHER SIDE OF GIRDER

(OR MORE TO SHIFT INSUL-DECK BEAMS LEFT OR RIGHT AS NEEDED FOR

VERTICAL PENETRATIONS)


1'-2"

2"

BE

AM

DE

PT

H A

S S

PE

CIF

IED

10

8

9







6.INSUL-DECK BEAM REINFORCEMENT 2-#6 TOP & BOT.

CONTINUE THROUGH GIRDER BEAM




9. SHORING POSTS


11. REINFORCEMENT CONCRETE COVER AS SPECIFIED

12. COLUMN / WALL SUPPORT BEYOND

1 3 4 52 76

1

S-1

SECTION DETAIL

SCALE: N.T.S.

2

S-1

SECTION DETAIL

SCALE: N.T.S.


8"

8"

4"

1 2 3 5

2'-0" TYP.

6












10.INTEGRATED INSUL-DECK PANEL METAL FURRING SPACED AT 12" O.C.

FOR FINISH ATTACHMENT

11.CUT OFF THE FIRST INSUL-DECK WING (OR MORE TO SHIFT INSUL-DECK

BEAMS LEFT OR RIGHT AS NEEDED FOR VERTICAL PENETRATIONS)

12. COLUMN/WALL SUPPORT BEYOND

3

S-1

SECTION DETAIL

SCALE: N.T.S.

BE

AM

DE

PT

H A

S S

PE

CIF

IED

UNDERSIDE OFCONC. JOIST

UNDERSIDE OF

CONC. JOIST

4 7

10

11

8"

8"

4"


8"

8"

4"

1 2 3 6













11. COLUMN/WALL SUPPORT BEYOND4

S-1

SECTION DETAIL

SCALE: N.T.S.

BE

AM

DE

PT

H A

S S

PE

CIF

IED

UNDERSIDE OF

CONC. JOIST

8

9

7

10

54

UNDERSIDE OFCONC. JOIST

8

9

11

12

12

11

12

3

TYPICAL INSUL-DECK TO BEAM INTERFACE DETAILS

S-1IT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLE REGULATIONS


IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTAND SAFE

METHODS OF USE AND HANDLING OF THESE PRODUCTS.

DRAWN BY:

DATE:

REVISION NO:

SCALE:

PROJECT:

APPROVED BY:

REVISION DATE:

CUSTOMER:

DRAWING NO:


Phone: 800-475-6720Fax: 727-216-7946


R-03

NOT TO SCALE

2017-09-13

2012-01-15

G. K.TECHNICAL

1'-2"

2"

10

1. TRANSVERSE RIB REINFORCEMENT AS SPECIFIED











10. SHORING POSTS - SPACING AS PER SHORING SUPPLIER

8

1

S-2

TRANSVERSE RIB DETAIL

SCALE: N.T.S.

UNDERSIDE OF

CONC. JOIST

8"

8"

4"

SHORING BEAM SPACING AS PER SHORING SUPPLIER

MAX 6'-0" O.C. RECOMMENDED

1 2 3 64 7

9

2

S-2TRANSVERSE RIB 3-D DETAIL

SCALE: N.T.S.

8"

8"

4"

1. UTILITY RISER TYP.

2. SLEEVE FOR UTILITY RISER.




5.PENETRATIONS AT THIS LOCATION CAN BE DONE ONLY WITH

PERMISSION FROM ENGINEER OF RECORD

6. PREFERRED UTILITY LINE LOCATION

7. PREFERRED LOCATION FOR UTILITY PENETRATION

8.INTEGRATED INSUL-DECK PANEL METAL FURRING FOR FINISH

ATTACHMENT - SPACING @ 12" O.C.

9.

UTILITY PENETRATIONS ARE OK. NOTE THAT THE METAL FURRING

MUST BE CUT AND ADDITIONAL SHORING AND/OR PLYWOOD

FORMWORK SUPPORT IS NECESSARY

10. SHORING OMITTED FOR CLARITY

UNDERSIDE OF

CONC. JOIST

3

S-2

PENETRATION DETAIL

SCALE: N.T.S.

3 421

7 956

8

1'-2"

2"

1'-0"

5

AVOID, IF POSSIBLEPREFERRED

METHOD

TYPICAL INSUL-DECK TRANSVERSE RIB

& PENETRATION DETAILS

S-2IT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLE REGULATIONS




DRAWN BY:

DATE:

REVISION NO:

SCALE:

PROJECT:

APPROVED BY:

REVISION DATE:

CUSTOMER:

DRAWING NO:


Phone: 800-475-6720Fax: 727-216-7946


R-03

NOT TO SCALE

2017-09-13

2012-01-15

G. K.TECHNICAL

SHORING AND BRACING:

INSTALLER IS RESPONSIBLE FOR THE DESIGN AND CORRECT INSTALLATION OF SHORING OF INSUL-DECK FORMS IN ACCORDANCE WITH ACI (AMERICAN

CONCRETE INSTITUTE) 347-04 “GUIDE TO FORMWORK FOR CONCRETE” OR CURRENT APPLICABLE CODES. ANY VARIANCE FROM THESE STANDARDS

MUST BE PROVIDED AND CERTIFIED IN ADVANCE BY A STRUCTURAL ENGINEER, LICENSED FOR THE JOBSITE LOCATION AND SPECIFICATIONS.

REINFORCEMENT OMITTED FOR CLARITY

TYPICAL INSUL-DECK SHORING LAYOUT1

SLAB THICKNESS RANGE 2" TO 6" [50mm TO 150mm]

ICF WALL

SHORING BEAM PERPENDICULAR TO INSUL-DECK PANELS

ENSURE THAT BASE IS RATED FOR SHORING LOADS

IF SHORING RESTS ON COMPACTED FILL USE DOUBLE 2x10 FOR BASE

INSUL-DECK PANEL THICKNESSES:

7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

HEIGHT ADJUSTABLE SHORING COLUMN

DISTANCE BETWEEN SUCCESSIVE SHORING BEAMS = 6'-0" [2m] O.C MAX.

FOR ALL INSUL-DECK PANEL THICKNESSES

FOR UP TO 4" OF CONCRETE TOPPING.TO BE CONFIRMED BY THE SHORING PROFESSIONAL

SHORING COLUMNS UNDER BEAMS

ARE TYPICALLY SPACED AT 4' - 5' [1.2m - 1.5m] O.C.

TO BE CONFIRMED BY THE SHORING PROFESSIONAL

MAXIMUM 6" [150mm] FROM WALL

TO FIRST SHORING BEAM.

DO NOT RELY ON ICF WALL EPS

AS SUPPORT/SHORING.

Insul-Deck with Top Hats Floor Weights (lb/sqft)

2" Slab 3" Slab 4" Slab 5" Slab

64.2 8" Insul-Deck Panel + 5" Top Hat

Notes:

The above are unfactored estimated weights which include concrete (150pcf), reinforcement (3lb/sqft), Insul-Deck Panel

(2lb/sqft) and misc. (2lb/sqft)

8" Insul-Deck Panel + 6" Top Hat







67.4

70.5

73.6

76.7

79.9

83.0

86.1

76.7

79.9

83.0

86.1

89.2

92.4

95.5

98.6

104.9

108.0

111.1

114.2

117.4

120.5

123.6

89.2

92.4

95.5

98.6

101.7

104.9

108.0

111.1

101.7

Insul-Deck Floor Weights (lb/sqft)

2" Slab 3" Slab 5" Slab4" Slab

7" Insul-Deck Panel 45.1 70.157.6 82.6

47.3 59.8 84.872.3

49.5 62.0 87.074.5

51.7 64.2 76.7 89.2

66.4

56.2 68.7

57.3

Notes:

The above are unfactored estimated weights which include concrete (150pcf), reinforcement (3lb/sqft),

Insul-Deck Panel (2lb/sqft) and misc. (2lb/sqft)

10" Insul-Deck Panel



12.5" Insul-Deck Panel

78.953.9

81.2

91.4

93.7

69.8 82.3 94.8

8" Insul-Deck Panel

9" Insul-Deck Panel

8" THICK EPS TOP HAT


USE EPS-COMPATIBLE GLUE TO SECURE TOP HATS TO INSUL-DECK PANELS (E.G. 3M™ POLYSTYRENE INSULATION 78 SPRAY ADHESIVE OR EQ.)

24"

513

16"

[14

7m

m]

212" [64mm]

Ø3

4" [

Ø19

mm

]

31 2"

[89

mm

]

578" [149mm]

512" [140mm] 105

8" [269mm] 512" [140mm]

4" [102mm]

45 16"

[11

0m

m]

1'-514"

1'-734"

8"

[203

mm

]

218" [54mm]

114" [32mm]

1"

[25m

m]

CONTINUOUS GALVANIZED STEEL Z-FURRING

22 ga [0.85mm] PRE-PUNCHED & MOLDED INSERVES AS SECONDARY SHORING

& FOR CEILING FINISH ATTACHMENT

2"

[51m

m]

2"

[51m

m]

2"

[51m

m]

2"

[51m

m]

INSUL-DECK PANEL MOLDED FROM EXPANDED POLYSTYRENE

HAVING AN AVERAGE DENSITY OF 1.25 pcf [20 g/l]

Ø434" [121mm] UTILITY CHASE

1 316" [30mm] 1 3

16" [30mm]

INSUL-DECK PANELS ARE CUT TO REQUIRED LENGTHS TO ± 0.25" [6mm] PRECISION

Ø1

1 2"

[Ø38m

m]

R3 8"

[R10m

m]

VA

RIA

BL

E8

"8

"

1'-6" 6"

S-3

INSUL-DECK SHORING DETAIL

Scale: N.T.S.

8" [203mm] INSUL-DECK PANEL3

Scale: N.T.S.

T-BEAM WITH TOP HATS2

IT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLE REGULATIONS




DRAWN BY:

DATE:

REVISION NO:

SCALE:

PROJECT:

APPROVED BY:

REVISION DATE:

CUSTOMER:

DRAWING NO:


Phone: 800-475-6720Fax: 727-216-7946


R-03

NOT TO SCALE

2017-09-13

2012-01-15

G. K.TECHNICAL

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EPS Top Hats€¦ · eps top hat - id15 custom ordered in any height comes in 8' [2.44m] long...

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