Post on 17-May-2020
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
½" (13 mm) CLEAR MIN.
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
½" (13 mm) CLEAR MIN.
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)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
(£_
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
JOIST TYPE 3X BOLTS NOT SUPPLIED BY CANAM
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
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
(NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM(CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
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
JOIST TYPE 4X BOLTS NOT SUPPLIED BY CANAM
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 314")
4Y
EE TYPICAL GAUGES "X" 0 BOLTS @5 1/2" (140 mm) CIC
1" (25 mm)
PL½" X6" X6"
�-__, t:::=::::;:::::===1 (NOT SUPPLIED BY CANAM)
1"
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
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
JOIST TYPE 5X BOLTS NOT SUPPLIED BY CANAM
EE TYPICAL GAUGES
"X" 0 BOLTS @5 112" (140 mm) CIC
SHOE DEPTH SEE PLAN
314" 0 BOLTS @ 3" (76 mm) CIC
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 314")
SY
COLUMN-SEE PLAN
EE TYPICAL GAUGES "X" 0 BOLTS @5 1/2" (140 mm) CIC
SHOE DEPTH SEE PLAN
1" (25 mm)
PL½" X6" X6" (NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 314")
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
* 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)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
* THIS SECTION ONLY APPLIES
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 314")
* THIS SECTION ONLY APPLIES
TO WF 1 O" OR OVER
?Y
TYP. r <
TYP. -��- EACH or
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
* IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
BT
COLUMN-SEE PLAN
½" 64 mm "X" 0 BOLTS @5 1/2" (140 mm) CIC
PL½" X6" X6" (NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
* IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
TYP. r <
TYP. -��- EACH or
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
THAN L4 X 4 ADVISE CANAM
BX
½" 64 mm "X" 0 BOLTS@ 5 112" (140 mm) CIC
COLUMN-SEE PLAN
314" 0 BOLTS @ 3" (76 mm) CIC
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 314")
* IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
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
THAN L4 X 4 ADVISE CANAM
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
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
½" 64 mm "X" 0 BOLTS@ 5 1/2" (140 mm) CIC
,------�:;::l::::=:!:===::ls;::::========:j
L:f ___ l
COLUMN-SEE PLAN
I
I
PL½" X6" X6" (NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")* COLUMN ELEVATION MUST BE
LOWER THAN ANGLE ELEVATION
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
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
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
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.
FOR JOIST SEAT IS 314")
* COLUMN ELEVATION MUST BE
LOWER THAN ANGLE ELEVATION
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
TYP. r (
TYP.
-3-/16-"�1-1- /2-" EACH or J 5 V 40 EACH
SIDE SIDE
JOIST TYPE ** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
½" 64 mm "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")
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
½" 64 mm "X" 0 BOLTS@ 5 1/2" (140 mm) CIC
PL½" X6" X6" (NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
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
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
½" 64 mm "X" 0 BOLTS @5 112" (140 mm) CIC
314" 0 BOLTS @ 3" (76 mm) CIC
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 314")
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
COLUMN-SEE PLAN
½" 64 mm "X" 0 BOLTS@ 5 1/2" (140 mm) C/C
PL½" X6" X6" (NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4") ** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
COLUMN-SEE PLAN
TYP. r (
TYP. --�1-11-2-,, EACH or
ls V 40 EACHSIDE SIDE
3/4" 0 BOLTS @ 3" (76 mm) CIC
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
COLUMN-SEE PLAN
½" 64 mm "X" 0 BOLTS @5 112" (140 mm) CIC
314" 0 BOLTS @ 3" (76 mm) CIC
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 314")
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
COLUMN-SEE PLAN
TYP. r <
TYP. -��- EACH or
l 5 V 40 EACHSIDE SIDE
JOIST TYPE ** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
COLUMN-
SEE PLAN
2 ½" (64 mm) FROM FACE OF WEB "X" 0 BOLTS @5 1/2" (140 mm) C/C
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
* THIS SECTION ONLY APPLIES
TO WF 1 O" OR OVER
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
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)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
* THIS SECTION ONLY APPLIES
TO WF 1 O" OR OVER
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
COLUMN-SEE PLAN
SHOE DEPTH SEE PLAN
3/4" 0 BOLTS @ 3" (76 mm) CIC
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
* THIS SECTION ONLY APPLIES
TO WF 1 O" OR OVER
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
COLUMN-
SEE PLAN
CE.
I 1 ½" (38 mm) "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")
* 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)
PL½" X6" X6" (NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
* THIS SECTION APPLIES TO
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 314")
* THIS SECTION APPLIES TO
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.
FOR JOIST SEAT IS 3/4")
COLUMN-SEE PLAN
TO BE COORDINATED WITH CANAM
"X" 0 BOLTS @5 1/2" (140 mm) CIC
ID Ill
PL½" X6" X6" (NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
JOIST TYPE BOLTS SUPPLIED BY CANAM
(CANAM PREFERRED BOLT DIA. FOR JOIST SEAT IS 3/4")
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
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
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
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
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
ANGLE ------t---'
NOT SUPPLIED
BYCANAM
½" 64 mm "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")
** IF SEAT ANGLE IS GREATER
THAN L4 X 4 ADVISE CANAM
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.
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
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
IF THIS DETAIL REQUIRED FOR GIRDER, USE 6" (152 mm) FOR C/C OF HOLES AT SHOE.
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM (CANAM PREFERRED BOLT DIA.
FOR JOIST SEAT IS 3/4")
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
IF THIS DETAIL REQUIRED FOR GIRDER, USE 6" (152 mm) FOR C/C OF HOLES AT SHOE.
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM
(CANAM PREFERRED BOLT DIA. FOR JOIST SEAT IS 3/4")
q_ J
I I'
I I
I
I I I
I I I
II
I I I
I
I
111
111
1 11 1LIi
I
J /
, /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
IF THIS DETAIL REQUIRED FOR GIRDER, USE 6" (152 mm) FOR C/C OF HOLES AT SHOE.
JOIST TYPE BOLTS NOT SUPPLIED BY CANAM
(CANAM PREFERRED BOLT DIA. FOR JOIST SEAT IS 3/4")
q_ J
I I'
I I I
I I I
I II
I I I I I I I II
111
111
1 11 1LIi
I J
/
, /I
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)
DO NOT WELD BOTTOM CHORD
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
GIRDER TYPE BOLTS NOT SUPPLIED BY CANAM
EE TYPICAL GAUGES 3/4" 0 BOLTS @ 6" (152 mm) CIC
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GIRDER TYPE BOLTS NOT SUPPLIED BY CANAM
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(NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
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GIRDER TYPE BOLTS NOT SUPPLIED BY CANAM
* THIS SECTION ONLY APPLIES
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314" 0 BOLTS @ 3" (76 mm) CIC
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TO STABILIZER PLATE
GIRDER TYPE BOLTS NOT SUPPLIED BY CANAM
* THIS SECTION ONLY APPLIES
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1 1/2" 38 mm 3/4" 0 BOLTS @6" (152 mm) CIC
1" (25 mm) TYP.
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(NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
GIRDER TYPE BOLTS NOT SUPPLIED BY CANAM
* THIS SECTION APPLIES TO
ALL HSS AND WF 811
OR LESS
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GIRDER TYPE BOLTS NOT SUPPLIED BY CANAM
* THIS SECTION APPLIES TO
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"
(NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
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
GIRDER TYPE BOLTS NOT SUPPLIED BY CANAM
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)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
GIRDER TYPE BOLTS NOT SUPPLIED BY CANAM
* THIS SECTION ONLY APPLIES
TO WF 1 O" OR OVER
** 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)
I (152 mm)
1------------'
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1 I2½" (64 mm)
Ii 1 I
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BEARING PLATE --t'/
NOT SUPPLIEDBY CANAM
1" (25 mm)TYP. )
PL¼" X6" (NOT SUPPLIED BY CANAM)
DO NOT WELD BOTTOM CHORD
TO STABILIZER PLATE
GIRDER TYPE
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EOS SEE PLAN
BEARING PLATENOT SUPPLIED
BY CANAM
TYP. r <
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DO NOT WELD BOTTOM CHORD
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GIRDER TYPE
** TO CALCULATE PLATE DIM. REFER TO CHORD SIZE IN GIRDER DESIGN
TYPICAL LOOSE TIE
ANGLE SUPPLIED BY CANAM
SECT.X
LOOSE TIE
SHOWN THUS:
LBCX