typical details - compositetotaljoist.com · job no. end shoe may be screwed, welded or bolted to...

TYPICAL DETAILS

1

100 TYPICAL FLOOR CONSTRUCTION

101 CROSS BRIDGING INSTALLATION 102 END CONNECTION

103 SINGLE PLY CONNECTION TO MULTI-PLY JOIST 104 MULTI-PLY CONNECTION TO MULTI-PLY JOIST

COMPOSITE TOTALJOIST™

7/8" RESILIENT CHANNEL

GYPSUM BOARD

TOTAL-LEWIS-DECK™

18 GAUGETIE WIRE

NOTE: CEILING MAY ALSO BE SUSPENDED

FIBERGLASS BATTINSULATION (OPTIONAL)

NORMAL WEIGHT CONCRETE

WELDED WIRE MESH

TOTAL-LEWIS-DECK& CONCRETECOMPOSITE TOTALJOIST™

TOTALJOIST™BRIDGING

#12 SELF DRILLING

TOTALJOIST™

J01

MIN. 2-1/2" BEARING JOIST MARK: SEE PLAN FORLOCATION & ORIENTATION

PROJECT NAMECUSTOMERJOB NO.

END SHOE MAY BE SCREWED,WELDED OR BOLTED TO SUPPORT

2 OR 3-PLY COMPOSITE TOTALJOIST™

TOP CHORD CONNECTION

NORMALLY SPACED COMPOSITE TOTALJOIST™

#12 SELF DRILLING

CONNECT BOTTOM CHORDS

STEELTRACK

#12 SELFDRILLING

POUR STOP

2/3-PLY COMPOSITE TOTALJOIST™

TOP CHORD CONNECTION


#12 SELF DRILLING

CONNECT BOTTOM CHORDSSTEELTRACK

#12 SELFDRILLING

POUR STOP

CROSS BRIDGING

GENERAL DETAILS

COMPOSITE TOTALJOIST by iSPAN Systems LPPO BOX #442, 70 Brentwood Drive Princeton, Ontario, Canada N0J 1V0T 519-458-4222 F 519-458-4460 E [email protected]

TYPICAL DETAILS

2

GENERAL DETAILS

105 BLOCKING AND BRIDGING LAYOUT

106 OPENING FRAMING

TOTAL-LEWIS-DECK™ & CONCRETE

INSTALL CROSS BRIDGING IN EACH BRIDGING ROW AT MAX 12' O.C.

(TY

PIC

AL

LY

8' O

.C.)

INS

TA

LL

BR

IDG

ING

IN L

OC

AT

ION

S S

HO

WN

ON

FR

AM

ING

PL

AN

S

TOTALJOIST™ CROSS BRIDGING

TOTALJOIST™ BRIDGING

INS

TA

LL

BR

IDG

ING

& C

RO

SS

BR

IDG

ING

WIT

HIN

2' F

RO

M E

AC

H E

ND

OF

JO

IST

S

SUPPORT

3-PLY COMPOSITETOTALJOIST™

2-PLY COMPOSITE TOTALJOIST™

HEADER

TRIMMER

OPENING

HEADER

TRIMMER

NORMALLY SPACEDCOMPOSITE TOTALJOIST™

COMPOSITE TOTALJOIST by iSPAN Systems LPPO BOX #442, 70 Brentwood Drive Princeton, Ontario, Canada N0J 1V0

T 519-458-4222 F 519-458-4460 E [email protected]

TYPICAL DETAILS

3

GENERAL DETAILS

109 POUR STOP107 DECK FASTENER PATTERNS

108 HOLE SIZE

WIDTH

HE

IGH

T

JOIST DEPTH10"

12"

14"

16"

3-1/2"

5-7/8"

8"

10"

4"

6-5/8"

8-1/4"

9"

6"

9-7/8"

12-3/4"

14-5/8"

2-1/4"

4"

5-5/8"

6-7/8"

3-1/2"

5-7/8"

8"

10"

AHEIGHT WIDTH

BHEIGHT WIDTH

CDIAMETER

A

B

C

25/3

25/4

25/5

TOTAL-LEWIS-DECK™

SIDE LAP

STRUCTURALSTEEL

POWDER ACTUATED FASTENER

OR

WOOD

#12 METAL TO WOOD SCREWS

LSF

#12 SELF DRILLING

ICF

CMU

1/4" ø TAPCON

TOP OR BOTTOMLOCATION ACCEPTABLE


TYPICAL DETAILS

4

DECK INSTALLATION

STEP 1 INSTALL STARTER DECK

STEP 2 INSTALL STICKER SIDE DOWN PIECES

STEP 3 INSTALL STICKER SIDE DOWN PIECES

STEP 4 PLACE REMAINDER OF FULL LENGTH PANELS

LOOSE-LAY DECKING BETWEEN STRUTS

1) PLACE FIRST FULL LENGTH PIECE STICKER SIDE DOWN

4) PLACE SECOND FULLLENGTH PIECE STICKERSIDE DOWN

3) LEAVE ENOUGH ROOM FORFULL LENGTH SHEET

2) ALWAYS PLACE SCREW @ SIDE OF DECK TOLOCATE JOISTS FOR FINAL SCREWDOWN

MAKE FIRST ROW OFDECKING STRAIGHT

PLACE FULL LENGTH SHEET STICKER SIDE UP,BETWEEN STICKER DOWN PANELS. SNAP INTOPLACE AND FASTEN

NOTE: ALWAYS COMPLETE FULLROW BEFORE LAYING NEXT ROW

STICKER SIDEDOWN COLUMN

STICKER SIDE UPCOLUMN

NOTE:FOLLOW STEP 3FOR REMAINDEROF ROWS



TYPICAL DETAILS

5

STEP 5 OPTION 1: INSTALL END DECK OPTION

STEP 5 OPTION 2: INSTALL END DECK OPTION

B

B

INSTALL FULL END PIECE

LONG DECK PIECE

SECTION B-B

CUT LAST FULL LENGTH OF DECKING TO FITBETWEEN END PIECE & FULL LENGTH PIECE

C

C

NOTE: OPTION 2 WORKS WELL WITH CURVED AND DIAGONAL WALLS.

SECTION C-C

COPE OUT DECKING AROUND STRUTS. CUT ENDPIECES OF DECKING TO CORRECT LENGTH

DECK INSTALLATION


TYPICAL DETAILS

6

CONNECTION DETAILS

200 CONNECTION TO STRUCTURAL STEEL BEAM 201 PARALLEL TO STRUCTUTRAL STEEL BEAM

202 TIE JOIST 203 CONNECTION TO STEEL STUD WALL

204 CONNECTION PARALLEL TO STEEL STUD WALL 205 CONNECTION TO MASONRY WALL

TOTAL-LEWIS-DECK™ & CONCRETE

COMPOSITETOTALJOIST™

STRUCTURAL STEEL BEAM

NOTE: ALTERNATIVELY SHOE MAY BE FASTENED WITH SELFDRILLING SCREWS

TOTALJOIST™ BRIDGINGCUT TO SUIT


TOTAL-LEWIS-DECK™& CONCRETE

#12 SELF DRILLING

POWDER ACTUATED FASTENERS


CONCRETE

TOTAL-LEWIS DECK

SEAT

NOTE: ALTERNATIVELY SHOE MAY BE FASTENED WITH SELFDRILLING SCREWS

1/2" ø BOLTS

3/8" PLATE

L -ANGLE

#12 SELF DRILLING SCREWS

STRUCTURAL STEEL COLUMN

POUR STOP

1/4" ø TAPCON


CMU WALL


REBAR

MIN. TOP (2) COURSESSOLID FILLED

WELDED-WIRE MESH

POWDER ACTUATED FASTENERS

STRUCTURAL STEEL BEAM

COMPOSITETOTALJOIST™ STEEL STUD

WALL

TOTAL-LEWIS DECK™& CONCRETE

HSS (PART OFPANEL)

#10 SELF DRILLING

POUR STOP


1/4" ø TAPCONS

#12 SELF DRILLINGSCREWSWELDED-WIRE MESH

STEEL STUDWALL ABOVE


STEEL STUDWALL

HSS (PART OFPANEL)

WELDED WIRE MESH

TOTALJOIST™CROSS BRIDGING


POUR STOP



TYPICAL DETAILS

7

CONNECTION DETAILS

206 PARALLEL TO MASONRY WALL 207 CONNECTION TO WOOD STUD WALL

209 CONNECTION TO STEEL STUD WALL W/ DEEP LEG TRACK208 CONNECTION PARALLEL TO WOOD STUD WALL

210 CONNECTION TO STEEL STUD WALL - SHALLOW HSS 211 CONNECTION TO STEEL STUD WALL - DEEP HSS

1/4" ø TAPCON



CMU WALLREBAR

REBAR

TOTALJOIST™ CROSSBRIDGING

MIN. TOP (2) COURSESSOLID FILLED


WOOD STUD WALL


POUR STOP

1/4" ø TAPCONS

#12 METAL TOWOOD SCREWS

DOUBLE TOP PLATE

WELDED-WIRE MESH

TOTALJOIST™ CROSSBRIDGING

WOOD WALL

POUR STOP

1/4" ø TAPCONS

#12 METAL TOWOOD SCREWS



#10 SELF DRILLING


WELDED-WIRE MESH


STEEL STUDWALL


#10 SELF DRILLING

POUR STOP


1/4" ø TAPCONS



DEEP LEG TRACK


WALL


HSS (PART OFPANEL)

#10 SELF DRILLING

POUR STOP


1/4" ø TAPCONS




WALL


HSS (PART OFPANEL)

#10 SELF DRILLING

POUR STOP


1/4" ø TAPCONS




TYPICAL DETAILS

8

212 CONNECTION PARALLEL TO STEEL STUD WALL w/ DEEP LEG TRACK


STEEL STUDWALL

WELDED WIRE MESH

TOTALJOIST™CROSS BRIDGING


POUR STOP

DEEP LEG TRACK

CONNECTION DETAILS



typical details - compositetotaljoist.com · job no. end shoe may be screwed, welded or bolted to...

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