Standard Connection Details - Canam Bâtiments...CANAM Standard Connection Details REVISED AUGUST 2017

CANAM

Standard Connection Details

REVISED AUGUST 2017

<t

I TYP. r ;TYP.

-31-16,�, �1- 112-,, EACH or� EACHSIDE SIDE

SHOE DEPTH SEE PLAN

½" FACE OF WEB (64 mm)

3/4" 0 BOLTS @ 3" (76 mm) CIC

FLANGE WIDTH FROM 4"(100 mm) TO 4 ¼" (124 mm) '

FLANGE WIDTH FROM 5"(127 mm) TO 5 ¼"(148 mm) '

FLANGE WIDTH FROM 6"(150 mm) TO 13 1½6" (348 mm'.

FLANGE WIDTH EQUAL OR OVER 13 ¾"(349 mm)

/

/

/

/

/

2¼" (58 mm) /

I 2 ¾" (70 mm) /

4" (102 mm) /

/

I 6" (152 mm)

/

/

I

I I

TYPICAL GAUGES

1. WHEN ONE JOIST BEARS AT THE JUNCTION OFTWO DIFFERENT BEAMS, USE THE SMALLERGAUGE.

2. THERE MAY BE DESIGN CONDITIONS THATDICTATE VARIANCES ON THESECONNECTIONS. FOR COORDINATION,CONTACT YOUR LOCAL SUPPLIER.

3. FOR SKEWED BEAM OR COLUMN, SEE JOISTTYPE 20W AND 20X.

TCX

r < TYP. TYP. -----.-/._ EACHEACH or ) 5 V 40 SIDE

J--3/-16 -=-=-,,T"?:1�11 1 '2"1'"" , SIDE

JOIST TYPE

(£_

EE TYPICAL GAUGES

"X" 0 BOLTS@ 5 1/2" (140 mm) CIC

JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.

FOR JOIST SEAT IS 3/4")

1X

½" (13 mm) CLEAR MIN.

EE TYPICAL GAUGES "X" 0 BOLTS@ 5 1/2" (140 mm) CIC

COLUMN-SEE PLAN PL½" X6" X6"

(NOT SUPPLIED BY CANAM)

DO NOT WELD BOTTOM CHORD

TO STABILIZER PLATE




COLUMN-SEE PLAN

TYP. r <

TYP.--�1-1-12-,, EACH or)

5 V40 EACH

SIDE SIDE

SHOE DEPTH SEE PLAN

2½" (64 mm)

3/4" 0 BOLTS @ 3" (76 mm) CIC

JOIST TYPE 2X BOLTS NOT SUPPLIED BY CANAM


COLUMN-SEE PLAN

EE TYPICAL GAUGES

SHOE DEPTH SEE PLAN

3/4" 0 BOLTS @ 3" (76 mm) CIC

JOIST TYPE 2Y BOLTS NOT SUPPLIED BY CANAM

(CANAM PREFERRED BOLT DIA. FOR JOIST SEAT IS 3/4")

EE TYPICAL GAUGES "X" 0 BOLTS @5 1/2" (140 mm) CIC

SHOE DEPTH SEE PLAN

PL½" X6" X6" (NOT SUPPLIED BY CANAM)


TO STABILIZER PLATE



(£_

I TYP. r

<TYP.

-��- EACH or ) 5 V 40

EACHSIDE SIDE

SHOE DEPTH SEE PLAN

\ ½" FACE OF WEB

(64 mm)

3/4" 0 BOLTS @ 3" (76 mm) CIC


q_ I EE TYPICAL GAUGES

"X" 0 BOLTS@ 5 112" (140 mm) CIC

SHOE DEPTH SEE PLAN

\ .½" FACE OF WEB

(64 mm)

314" 0 BOLTS @ 3" (76 mm) CIC


FOR JOIST SEAT IS 314")

3Y

EE TYPICAL GAUGES 1 "X" 0 BOLTS @5 1/2" (140 mm) CIC

v TCX � 1 SEE PLANT ,-----7i::::=t=====ls;::::=======:::j L ____ _

1"

(25 mm) ½" PLATE



TO STABILIZER PLATE

JOIST TYPE BOLTS NOT SUPPLIED BY CANAM(CANAM PREFERRED BOLT DIA.


v TCX k

1 SEE PLA�

TYP. r <

TYP.}-------,c-----,-------{ EACH or

J 5 V 40 EACH

SIDE SIDE

SHOE DEPTH SEE PLAN

3/4" 0 BOLTS @ 3" (76 mm) CIC


EE TYPICAL GAUGES 1 "X" 0 BOLTS @5 112" (140 mm) CIC

�I'. TCX k

1 SEE PLAN1 ,-----7,i==:1=:::;::=====is;=====� L ____ _

SHOE DEPTH SEE PLAN

314" 0 BOLTS @ 3" (76 mm) CIC



4Y


1" (25 mm)

PL½" X6" X6"

�-__, t:::=::::;:::::===1 (NOT SUPPLIED BY CANAM)

1"


TO STABILIZER PLATE



l I I

e TCX r 1 SEE PLAN'

TYP. r <

TYP. -��- EACH or

J 5 V 40 EACHSIDE SIDE

SHOE DEPTHSEE PLAN

3/4" 0 BOLTS @ 3" (76 mm) CIC


EE TYPICAL GAUGES

"X" 0 BOLTS @5 112" (140 mm) CIC

SHOE DEPTH SEE PLAN

314" 0 BOLTS @ 3" (76 mm) CIC



SY

COLUMN-SEE PLAN


SHOE DEPTH SEE PLAN

1" (25 mm)



TO STABILIZER PLATE



TYP. r <

TYP.

1112,, EACH or ,l 5 V 40 EACHSIDE SIDE

SHOE DEPTHSEE PLAN

2½" (64 mm)

3/4" 0 BOLTS@ 3" (76 mm) CIC

JOIST TYPE BOLTS NOT SUPPLIED BY CANAM 6X

EE TYPICAL GAUGES

"X" 0 BOLTS @5 112" (140 mm) CIC

COLUMN----i SEE PLAN 314" 0 BOLTS

@ 3" (76 mm) CIC



6Y

COLUMN-

SEE PLAN

SHOE DEPTH

SEE PLAN

JOIST TYPE 7Q

" 51 mm

"X" 0 BOLTS@ 5 1/2" (140 mm) CIC

SHOE DEPTH SEE PLAN

COLUMN-

SEE PLAN



* THIS SECTION ONLY APPLIES

TO WF 1 O" OR OVER

7T

"(51 mm) "X" 0 BOLTS @5 1/2" (140 mm) CIC

�==t=;==�========I L ____ _

COLUMN-SEE PLAN

SHOE DEPTH SEE PLAN

1"

(25 mm)

1" PL½"X6"X6" ---bi?f.-=-=---------:-

(25 mm) (NOT SUPPLIED BY CANAM)


TO STABILIZER PLATE




TO WF 1 O" OR OVER

COLUMN-----i SEE PLAN

TYP. r <

TYP.--�1-11-2-,, EACH or ,.l

5 V 40 EACH

SIDE SIDE

SHOE DEPTH ½" SEE PLAN

---b151'--,....-=--------,, (13 mm)

2½" (64 mm)

3/4" 0 BOLTS @ 3" (76 mm) CIC

JOIST TYPE ?X BOLTS NOT SUPPLIED BY CANAM

" 51 mm

"X" 0 BOLTS@ 5 112" (140 mm) CIC

SHOE DEPTH

COLUMN-SEE PLAN

½" SEE PLAN -��

(13 mm)

2½" (64 mm)

314" 0 BOLTS @ 3" (76 mm) CIC




TO WF 1 O" OR OVER

?Y

TYP. r <


J 5 V 40 EACH

SIDE SIDE

COLUMN-SEE PLAN

JOIST TYPE

* IF SEAT ANGLE IS GREATER

THAN L4 X 4 ADVISE CANAM

8Q

½" 64 mm "X" 0 BOLTS@ 5 1/2" (140 mm) CIC

COLUMN-

SEE PLAN





BT

COLUMN-SEE PLAN

½" 64 mm "X" 0 BOLTS @5 1/2" (140 mm) CIC



TO STABILIZER PLATE





TYP. r <


J 5 V 40 EACH

SIDE SIDE

COLUMN-SEE PLAN 3/4" 0 BOLTS

@ 3" (76 mm) CIC

JOIST TYPE BOLTS NOT SUPPLIED BY CANAM * IF SEAT ANGLE IS GREATER


BX

½" 64 mm "X" 0 BOLTS@ 5 112" (140 mm) CIC

COLUMN-SEE PLAN

314" 0 BOLTS @ 3" (76 mm) CIC





BY

TYP. r <

TYP. -��- EACH or )

5 V 40EACH

SIDE SIDE

,------�=-=t=.=====is=====� L:f ___ l

COLUMN-SEE PLAN

JOIST TYPE * COLUMN ELEVATION MUST BE 9Q

LOWER THAN ANGLE ELEVATION ,.______,

** IF SEAT ANGLE IS GREATER


2½" (64 mm)

"X" 0 BOLTS@ 5 1/2" (140 mm) CIC

,------�:;::!::::=:t===::ls;:::========:j L:f ___ l

COLUMN-SEE PLAN

JOIST TYPE BOLTS NOT SUPPLIED BY CANAM 9T (CANAM PREFERRED BOLT DIA.

FOR JOIST SEAT IS 3/4") * COLUMN ELEVATION MUST BE

LOWER THAN ANGLE ELEVATION



½" 64 mm "X" 0 BOLTS@ 5 1/2" (140 mm) CIC

,------�:;::l::::=:!:===::ls;::::========:j

L:f ___ l

COLUMN-SEE PLAN

I

I



TO STABILIZER PLATE


FOR JOIST SEAT IS 3/4")* COLUMN ELEVATION MUST BE




TYP. r <

TYP.

--�1-1-12-,, EACH or)5 V 40

EACH SIDE SIDE

,------�==l==;=.==::ls;:::========:j L:f ___ l

COLUMN-SEE PLAN 3/4" 0 BOLTS

@ 3" (76 mm) CIC

JOIST TYPE BOLTS NOT SUPPLIED BY CANAM 9 X

* COLUMN ELEVATION MUST BE ,.______, LOWER THAN ANGLE ELEVATION



2½" (64 mm)

"X" 0 BOLTS@ 5 112" (140 mm) CIC

,------�:;::!::::=:t===::ls;:::========:j L:f ___ l

COLUMN-SEE PLAN 314" 0 BOLTS

@ 3" (76 mm) CIC

JOIST TYPE BOLTS NOT SUPPLIED BY CANAM 9 y (CANAM PREFERRED BOLT DIA.


* COLUMN ELEVATION MUST BE




TYP. r (

TYP.

-3-/16-"�1-1- /2-" EACH or J 5 V 40 EACH

SIDE SIDE

JOIST TYPE ** IF SEAT ANGLE IS GREATER


½" 64 mm "X" 0 BOLTS@ 5 1/2" (140 mm) CIC





½" 64 mm "X" 0 BOLTS@ 5 1/2" (140 mm) CIC



TO STABILIZER PLATE





TYP. r <

TYP. -��----< EACH or

J 5 V 40 EACH

SIDE SIDE

3/4" 0 BOLTS @ 3" (76 mm) CIC

JOIST TYPE BOLTS NOT SUPPLIED BY CANAM



½" 64 mm "X" 0 BOLTS @5 112" (140 mm) CIC

314" 0 BOLTS @ 3" (76 mm) CIC





COLUMN-SEE PLAN

½" 64 mm "X" 0 BOLTS@ 5 1/2" (140 mm) C/C



TO STABILIZER PLATE


FOR JOIST SEAT IS 3/4") ** IF SEAT ANGLE IS GREATER


COLUMN-SEE PLAN

TYP. r (

TYP. --�1-11-2-,, EACH or

ls V 40 EACHSIDE SIDE

3/4" 0 BOLTS @ 3" (76 mm) CIC




COLUMN-SEE PLAN

½" 64 mm "X" 0 BOLTS @5 112" (140 mm) CIC

314" 0 BOLTS @ 3" (76 mm) CIC





COLUMN-SEE PLAN

TYP. r <


l 5 V 40 EACHSIDE SIDE

JOIST TYPE ** IF SEAT ANGLE IS GREATER


COLUMN-

SEE PLAN

2 ½" (64 mm) FROM FACE OF WEB "X" 0 BOLTS @5 1/2" (140 mm) C/C




TO WF 1 O" OR OVER



COLUMN-

SEE PLAN

21/2" 64 mm FROM FACE OF WEB

"X" 0 BOLTS @5 1/2" (140 mm) C/C

½" PLATE (NOT SUPPLIED BY CANAM)


TO STABILIZER PLATE




TO WF 1 O" OR OVER



COLUMN-SEE PLAN

SHOE DEPTH SEE PLAN

3/4" 0 BOLTS @ 3" (76 mm) CIC




COLUMN-SEE PLAN

2 1/2" 64 mm FROM FACE OF WEB "X" 0 BOLTS @5 1/2" (140 mm) C/C

SHOE DEPTH SEE PLAN

2½" (64 mm)

3/4" 0 BOLTS @ 3" (76 mm) CIC




TO WF 1 O" OR OVER



COLUMN-

SEE PLAN

CE.

I 1 ½" (38 mm) "X" 0 BOLTS@ 5 1/2" (140 mm) CIC



* THIS SECTION APPLIES TO

ALL HSS AND WF 811

OR LESS

COLUMN-SEE PLAN

CE.

I 1 ½" (38 mm) "X" 0 BOLTS@ 5 1/2" (140 mm) CIC

1" (25 mm)



TO STABILIZER PLATE




ALL HSS AND WF 811

OR LESS

COLUMN --

SEE PLAN

l

I 1 ½" 38 mm "X" 0 BOLTS@ 5 112" (140 mm) CIC

314" 0 BOLTS

@ 3" (76 mm) CIC




ALL HSS AND WF 811

OR LESS

COLUMN-SEE PLAN

ID Ill

TYP. r <

TYP. J---------.�---:-:=::-"\ EACH or f--.---�- EACH

1 1/2" SIDE J 5 V 40 SIDE

JOIST TYPE

COLUMN-�

SEE PLAN

JO BE COORDINATED WITH CANAM

"X" 0 BOLTS @5 1/2" (140 mm) CIC

ID Ill JOIST TYPE

BOLTS SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.


COLUMN-SEE PLAN

TO BE COORDINATED WITH CANAM

"X" 0 BOLTS @5 1/2" (140 mm) CIC

ID Ill



TO STABILIZER PLATE

JOIST TYPE BOLTS SUPPLIED BY CANAM


CE.

I TYP. r

<TYP.

--�1-1-12-,, EACH or J 5 V 40

EACHSIDE SIDE

SHOE DEPTH SEE PLAN

COLUMN--SEE PLAN

m Ill

3/4" 0 BOLTS @ 3" (76 mm) CIC


JO BE COORDINATED WITH CANAM

"X" 0 BOLTS @5 112" (140 mm) CIC

SHOE DEPTH SEE PLAN

COLUMN--

SEE PLAN

m Ill

314" 0 BOLTS

@ 3" (76 mm) CIC

JOIST TYPE SEAT BOLTS SUPPLIED BY CANAM

BOTTOM CHORD TIE PLATE BOLTS NOT SUPPLIED BY CANAM

(CANAM PREFERRED BOLT DIA. FOR JOIST SEAT IS 314")

TCX SEE PLAN

EACH r <

EACH!-----------.-,--� SIDE or 1----.---

V,---------< SIDE 3/16" 1 1/2" OF BC J 5 4

o OF BC

NOTE:CONFIGURATIONMAY VARY

JOIST TYPE

EE TYPICAL GAUGES

TCX SEE PLAN

"X" 0 BOLTS (C/C DIMENSION TO BE COORDINATED WITH CANAM



NOTE:

CONFIGURATION MAY VARY

TCX SEE PLAN

COLUMN-SEE PLAN

JOIST TYPE

EAC H r <��D

CEH

11/2" �l

��c or l 5 V 40 OF BC

NOTE: CON FIGURATIONMAY VARY

TCX SEE PLAN

COLUMN-

SEE PLAN

11/2" 38 mm

"X" 0 BOLTS (C/C DIMENSION TO BE COORDINATED WITH CANAM

NOTE:

CONFIGURATION MAY VARY



TCX

SEE PLAN

EOS

SEE PLAN

BEARING PLATE

NOT SUPPLIED

BYCANAM

JOIST TYPE

EOS

SEE PLAN

BEARING PLATE

NOT SUPPLIED

BYCANAM

JOIST TYPE

ANGLE-+-'

NOT SUPPLIED

BYCANAM

JOIST TYPE



ANGLE ------t---'

NOT SUPPLIED

BYCANAM

½" 64 mm "X" 0 BOLTS @5 1/2" (140 mm) CIC





EOS SEE PLAN

BEARING PLATENOT SUPPLIED

BYCANAM

H r EACH EAC L__�----1<SIDE L--------r--,---------\ SI DE or J 5 V 40 0 F BCOFBC

NOTE: CONFIGURATIONMAY VARY

JOIST TYPE

TCX

SEE PLAN

BEARING PLATE

NOT SUPPLIED

BYCANAM

NOTE:

CONFIGURATION

MAY VARY

JOIST TYPE

2¾" 2¾"

(70 mm) (70 mm)

5½" (140 mm

HOLES C/C FOR SHOE ALWAYS GIVEN

PERPENDICULAR TO JOIST

IF THIS DETAIL REQUIRED FOR GIRDER, USE 6" (152 mm) FOR C/C OF HOLES AT SHOE.



1 ½" 1 ½"

(38 mm) (38 mm)

HOLES FOR BOTTOM CHORD PLATE ALWAYS GIVEN PERPENDICULAR

TO JOIST / GIRDER

@ 0::-w

c[ � a. 0=> Ien en z => 00 -wen I z 1-w >� III0

2¾"

(70 mm) 5½"

(140 mm

2¾"

(70 mm)

HOLES C/C FOR SHOE ALWAYS GIVEN

PERPENDICULAR TO JOIST




A

A

/

/

0 w 0::-w ...Ja.. ...::: 1

/

2" min. (51 mm)

..::: 1 ½"

� � (�3-a---'

m=---m-)-+------,1<--+--,1<-+------,-,,,____,=----en en

FOR BOTTOM CHORD CONNECTION

� � 2 ¾" 2 ¾" � FOR SHOE CONNECTION I en � -(7_0_m�m--+-----+---#-(-70�m�m-) z 1-w >-�

ID 0




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I I I

II

I I I

I

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111

111

1 11 1LIi

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, /I

SECTION A-A

A

A

/

0 w 0::-w c[ � a.. 0:::J Ien en

/

/

/

2" min. (51 mm)

� � 2 ¾" 2 ¾" � FOR SHOE CONNECTION I en � -(7_0_m�m---#---+--------.1(�7-0-m�m-) z 1-w >-�

ID 0




q_ J

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I I I I I I I II

111

111

1 11 1LIi

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SECTION A-A

EE TYPICAL GAUGES 3/4" 0 BOLTS@ 6" (152 mm) CIC

v TCX � l SEE PLAN'I

,-----��===�=============�

L ____ 7 I ��

I

7 1/2" (190 mm)

1" (25 mm)

¼" PLATE (NOT SUPPLIED BY CANAM)


TO STABILIZER PLATE

GIRDER TYPE BOLTS NOT SUPPLIED BY CANAM

EE TYPICAL GAUGES 314" 0 BOLTS @ 6" (152 mm) CIC

314" 0 BOLTS @ 3" (76 mm) CIC


EE TYPICAL GAUGES 3/4" 0 BOLTS @ 6" (152 mm) CIC

v TCX � l SEE PLANT

,-----�:��===��=============� 1

I 7 1/2" L - - - - 7 ( 190 mm) ------r--------.------1

��:\-�&

I

1" (25 mm) TYP.

PL¼" X6" (NOT SUPPLIED BY CANAM)


TO STABILIZER PLATE


** TO CALCULATE PLATE DIM. REFER TO CHORD SIZE IN GIRDER DESIGN

EE TYPICAL GAUGES 314" 0 BOLTS @ 6" (152 mm) CIC

1/ TCX ;;-J

I SEE PLA�

,-----��=====is-===============1

L ____ 7 I 7 112" (190 mm)

c=:::h-Jqs==1-

½" (64 mm)

314" 0 BOLTS @ 3" (76 mm) CIC


} " 51 mm

3/4" 0 BOLTS @ 6" (152 mm) CIC

TCX SEE PLA

i - - - - -,��=I=+-=-:::::;-_-_-_----;..----_-_-_-_-_-_-_-_-_-_-_-_-_------i---1

I

I

L ____ 7

COLUMN-SEE PLAN

111

I I

7 1/2" (190 mm)

1" (25 mm) TYP.

) PL½"X6"



TO STABILIZER PLATE



TO WF 1 O" OR OVER


r "51 mm 314" 0 BOLTS @6" (152 mm) CIC

TCX SEE PLA

:-----1i��==

�.:::==

1=1=n= .. ========

� L ____ 7 1 (190 mm)

COLUMN-SEE PLAN

½" (13 mm)__

2½" (64 mm)

314" 0 BOLTS @ 3" (76 mm) CIC


TO STABILIZER PLATE



TO WF 1 O" OR OVER

TCX SEE PLAN

COLUMN-� SEE PLAN

ill mI

1 1/2" 38 mm 3/4" 0 BOLTS @6" (152 mm) CIC

1" (25 mm) TYP.

) PL½"X6"



TO STABILIZER PLATE



ALL HSS AND WF 811

OR LESS


TCX 1 112" 38 mmSEE PLA 314" 0 BOLTS @ 6" (152 mm) CIC

:-----1��===

�==

7=11=2.=.========

� L ____ 7 (190 mm) ___ ___,

c:::;;::::::�L�I �9�-�

COLUMN-SEE PLAN

ill mI

(76 mm) ""

2½" (64 mm)

314" 0 BOLTS @ 3" (76 mm) CIC



ALL HSS AND WF 811

OR LESS

COLUMN-SEE PLAN

½" (64 mm) 3/4" 0 BOLTS @ 6" (152 mm) CIC

6"

7 1/2" (190 mm)

1" (25 mm) TYP.

) PL½"X6"



TO STABILIZER PLATE

GIRDER TYPE 5 BOLTS NOT SUPPLIED BY CANAM

** TO CALCULATE PLATE DIM. REFER ...._____, TO CHORD SIZE IN GIRDER DESIGN

COLUMN-SEE PLAN

½" (64 mm) 314" 0 BOLTS @ 6" (152 mm) CIC

6"

7 112" (190 mm)

1------' (152 mm)

2½" (64 mm)

314" 0 BOLTS @ 3" (76 mm) CIC


COLUMN--SEE PLAN

½" (64 mm) 3/4" 0 BOLTS@ 6" (152 mm) CIC

6"

7 1/2" (190 mm)

I-----'

(152 mm)

1" (25 mm)


TO STABILIZER PLATE



TO WF 1 O" OR OVER


COLUMN--SEE PLAN

½" (64 mm) 314" 0 BOLTS @ 6" (152 mm) CIC

6"

7 112" (190 mm)

I (152 mm)

1------------'

""-

1 I2½" (64 mm)

Ii 1 I

Ii 314" 0 BOLTS @ 3" (76 mm) CIC

1 I



TO WF 1 O" OR OVER

TCX SEE PLAN

EOS TYP. r

<TYP.

-��2-,,---< EACH or ,l 6 V 51 EACHSEE PLAN SIDE SIDE

7 1/2" (190 mm)

BEARING PLATE --t'/

NOT SUPPLIEDBY CANAM

1" (25 mm)TYP. )

PL¼" X6" (NOT SUPPLIED BY CANAM)


TO STABILIZER PLATE

GIRDER TYPE


EOS SEE PLAN

BEARING PLATENOT SUPPLIED

BY CANAM

TYP. r <

TYP. -��2-,,----< EACH or ,.l 6 V 51 EACH

SIDE SIDE

7 1/2" (190 mm)

1" (25 mm)TYP. )

PL¼"X6" (NOT SUPPLIED BY CANAM)


TO STABILIZER PLATE

GIRDER TYPE


TYPICAL LOOSE TIE

ANGLE SUPPLIED BY CANAM

SECT.X

LOOSE TIE

SHOWN THUS:

LBCX

Documents

Standard Connection Details - Canam Bâtiments...CANAM Standard Connection Details REVISED AUGUST 2017