4. Scale Project numberDateDrawn by
D
STEEL Drawing number
Review
TRANSCON THE DRAWINGS HEREIN ARE MANUFACTURING DRAWINGS ONLY.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS, SITE CONDITIONS, AND THAT ALL STATE AND LOCAL
CODE REQUIREMENTS ARE MET. PLEASE CONTACT TRANSCON STEEL
FOR ANY ADDITIONAL CLARITY IN NEEDED PRIOR TO INSTALLATION.FRAMING THE FUTURE
PO Box 28192
Austin, TX 78755
512-642-3989 office
512-777-5987 fax
www.TransconSteel.com
Sales@TransconSteel.com
Size
RT_A1.3GMJ 3
16"=1' 10/20/14 14-104
PROJECT BUILDING A
5. Scale Project numberDateDrawn by
D
STEEL Drawing number
Review
TRANSCON THE DRAWINGS HEREIN ARE MANUFACTURING DRAWINGS ONLY.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS, SITE CONDITIONS, AND THAT ALL STATE AND LOCAL
CODE REQUIREMENTS ARE MET. PLEASE CONTACT TRANSCON STEEL
FOR ANY ADDITIONAL CLARITY IN NEEDED PRIOR TO INSTALLATION.FRAMING THE FUTURE
PO Box 28192
Austin, TX 78755
512-642-3989 office
512-777-5987 fax
www.TransconSteel.com
Sales@TransconSteel.com
Size
RT_A1.4GMJ 3
16"=1' 10/20/14 14-104
PROJECT BUILDING A
8. STAIR2
ELEV.
UP
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
1
SLOPE
3:12
KITCHEN
16'4"X12'8"
BR/DEN
10'11"X11'4"
LIVING/DININGAREA
16'3"X17'10"
BR
14'6"X13'0"
UNITV1
AC
LIVING
KITCHEN
M. BR
16' X 15'
PANTRY REFRIG.
29'8" X 18'9"
M. BATH
W/D
WINDOW SEAT
DEN
10'11" X 11'4"
WH
DINING AREA
UNIT W1
16'4" X 12'8"
W.I.C.
DINING
LIVING AREA
M. BR
KITCHEN
UNIT Y4
alt
OFFICE
WH
M. BATH
15' X 18'10"
WINDOW SEAT
W/D
AC
LINEN
W.I.C.
8
LIVING
KITCHEN
M.BR
16'X15' 29'0"X18'0"
M.BATH
DEN
12'0"X15'0"
DININGAREA
UNITX1
PANTRY
WINDOWSEAT
W.I.C.
LIVING
KITCHEN
M. BR
16' X 15'29'0" X 18'0"
M. BATH
DEN
12'0" X 15'0"
DINING AREA
UNIT X2
PANTRY
WINDOW SEAT
W.I.C.
R1
R3
R2
R5
R6
R6
R6
R6
R7
AA
LIVING
KITCHEN
M.BR
16'X15' 29'0"X18'0"
M.BATH
DEN
12'0"X15'0"
DININGAREA
UNITX2
PANTRY
WINDOWSEAT
W.I.C.
R1
R3
R2
R5
R6
R6
R6
R6
R7
A A
M. BATH
W.I.C.
R2
A
B-102
B-108
B-107B-109
B-110B-112
B-111
AC
W/D
LIVING
KITCHEN
M.BR
16'X15'
W.I.C.
29'0"X18'0"
M.BATH
DEN
12'0"X15'0"
DININGAREA
UNITZ1
WH
ELEV.
UP
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T05
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T01
T02
T02
T02
T07
T07
T07
T07
T07
T07
T07
T07
T07
T07
T07
T07
T07
T07
T07
T07
T08
T08
T08
T08
T03
T03
T03
T03
T03
T03
T03A
T03A
T03A
T03A
T06
T06
T06
T06
T11
T11
T11
T11
T03
V05
V04
V03
V01
V02
CAP CAP
T01R-2
CAPCAP
L01A
RaisedTail
T05A
CAPCAPCAP
T01R-2
CAPCAP
T06A
T06A
T01R-1
CAPCAPCAP
T01R-2
CAPCAP
L06A
RaisedTail
L06B
RaisedTail
600S162-68
CAPFIELDINSTALL
251'-0"
254'-11 13/16" 109'-11 13/16"
96'-0"
16'-11 13/16"
4'-613/16"
3'-0"
11'-81/2"
8'-53/4"
14'-11 15/16"
21'-6"
24'-2 3/8"24'-0"172'-3 1/8"
253'-0"
1'-2"
12'-0" 12'-0"
1'-0"1'-0"
3'-0"8'-0"
36'-0"
19'-0"
16'-0"
16'-0"
1'-0"
1'-0" 7'-6" 1'-0"
9'-6"
5'-9"
27'-7 3/8"
1'-0"
11'-10 5/8"
9'-10 5/8"
1'-0"
25'-7 3/8"
7'-9"
22'-71/16"
20'-11/2"
19'-11/2"19'-11/2"
17'-0"
L07L01B
RaisedTail
T05A
CAPCAP
T05A
CAPCAP
C.H.= 15 '1"C.H.= 9 '1"
C.H.= 9 '1"
C.H.= 9 '1"
C.H.= 9 '1"
C.H.= 9 '1"
C.H.= 9 '1"
C.H.= 9 '1"
C.H.= 9 '1"
C.H.= 9 '1"
C.H.= 9 '1"
C.H.= 9 '1"
2ND DROPPED CHORD
G02
CAP
VAULTED
BOX BEAM
600S162-68
600S162-68
600S162-68
600S162-68
600S162-68
600S162-68
600S162-68
600S200-68w/600T125-54
600S200-68w/600T125-54
37'-73/16"
SLOPE= 1' 1-3/4"
SLOPE=1'9-7/16"
TOTALSLOPE=2'11-3/16"
VAULTED
THIS COLUMN ONLY
LEVEL 1 & 2
C.H.=15'1"
C.H.=9'1"
C.H.=9'1"
12'-0"
20'-0"
600S200-68w/600T125-54600S200-68w/600T125-54
600S200-68 w/ 600T125-54
600S200-68w/600T125-54
2'-6 1/8"
T07R-1
CAPCAP
T07A
CAPCAP
L04C
L04D
600S200-68
GIRDER STUD
L02
FIELDRAFTER
FIELDRAFTER
G
01
C
AP
C
AP
T01R-1
CAPCAPCAP
T01
T01
T03
T03
T03
T03
T04A
T04A
T04A
T02A
T02A
T02A
2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 8'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 4'-0" 2'-0" 2'-0"
0'-0"
2'-0" 2'-0" 2'-0" 2'-0"
4'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"
0'-0"
2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"
T01B
T01B
T01B
T02
T02
T02
BOXBEAM
BOXBEAM
BOX BEAM (2) 800S162-54
BOXBEAM(2)800S162-54
BOX BEAM (2) 800S162-54
BOX BEAM (2) 800S162-54
BOXBEAM(2)800S162-54BOXBEAM(2)800S162-54
BOXBEAM(2)800S162-54
L01B
RaisedTail
T01
T01
T01
T01
T01B
T01B
T01B
T01
T01
T01
T01
T01
T12
T13
T13A
T13B
T13C
T13D
T13E
T13F
T13G
T13H
L08
T17
T17B
T17C
T17D
CAP CAP
L05
T17A
L02
L02
4
TS3.1
5
TS3.1
6
TS3.1
7
TS3.1
TOPOFWALL
30'0"
TOPOFWALL
30'0"
DORMER
32'-0"
DORMER
32'-0"
E
F
V05
V04
V03
V01
V02
CAP CAP
24'-0"
1'-2"
12'-0" 12'-0"
T01R
T01R
T01R
T01R
T01B-R
T01B-R
T01B-R
T01B-R
T01B-R
T01B-R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
T01R
L02
T03B
T03B
T03B
T03B
T03B
T03B
C.H.= 9 '1" C.H.= 9 '1"
Scale Project numberDateDrawn by
D
STEEL Drawing number
Review
TRANSCON THE DRAWINGS HEREIN ARE MANUFACTURING DRAWINGS ONLY.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS, SITE CONDITIONS, AND THAT ALL STATE AND LOCAL
CODE REQUIREMENTS ARE MET. PLEASE CONTACT TRANSCON STEEL
FOR ANY ADDITIONAL CLARITY IN NEEDED PRIOR TO INSTALLATION.FRAMING THE FUTURE
PO Box 28192
Austin, TX 78755
512-642-3989 office
512-777-5987 fax
www.TransconSteel.com
Sales@TransconSteel.com
Size
RT_B2.2GMJ 3
16"=1' 10/20/14 14-104
PROJECT BUILDING B
9. Scale Project numberDateDrawn by
D
STEEL Drawing number
Review
TRANSCON THE DRAWINGS HEREIN ARE MANUFACTURING DRAWINGS ONLY.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS, SITE CONDITIONS, AND THAT ALL STATE AND LOCAL
CODE REQUIREMENTS ARE MET. PLEASE CONTACT TRANSCON STEEL
FOR ANY ADDITIONAL CLARITY IN NEEDED PRIOR TO INSTALLATION.FRAMING THE FUTURE
PO Box 28192
Austin, TX 78755
512-642-3989 office
512-777-5987 fax
www.TransconSteel.com
Sales@TransconSteel.com
Size
RT_B2.3GMJ 3
16"=1' 10/20/14 14-104
PROJECT BUILDING B
10. L03A
1
TS3.1
600S162-68
@ 24"OC
3'-0"
TOP OF BEAM
30' 3-13/16"
2'-10"
4'-1013/16"
4'-105/16"
21'-6 3/4"
18'-4"
2
TS3.1
L04B
L01A
T02B
L02
4'-2"
6'-2"
15'-8 9/16"
32'-0"
6'-0" 32'-0"
6'-0"
0'-3 9/16"
24'-11 9/16"
0'-1 15/16"
6'-10 1/2"
T01R T01
T05
3
TS3.1
32'-0" 6'-0" 32'-0"
6'-0"
9'-7"
8'-10"
4
TS3.1
T07
T03
32'-0"32'-0" 14'-0"
6'-3"
1'-0"
5'-9"
1'-0"
TOP OF BEAM
30' 0"
4'-101/16"
5'-73/8"
38'-3"
5
TS3.1
T03A
T08
32'-0" 7'-9" 6'-3" 32'-0"
3'-0"
3'-0"
1'-105/16"
5'-71/8"
4'-101/16"
RIDGE LINE OF T06 TRUSSES
1'-91/4"
15'-3"
RIDGE LINE OF T06 TRUSSES
1'-91/4"
15'-3"
L02
4'-2"
6'-2"
15'-8 9/16"
0'-3 9/16"
OVER FRAME CONDITION ON BUILDING B ONLY
3'-0"
3'-0"
3'-0"
2'-10"
2'-10"
Scale Project numberDateDrawn by
D
STEEL Drawing number
Review
TRANSCON THE DRAWINGS HEREIN ARE MANUFACTURING DRAWINGS ONLY.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS, SITE CONDITIONS, AND THAT ALL STATE AND LOCAL
CODE REQUIREMENTS ARE MET. PLEASE CONTACT TRANSCON STEEL
FOR ANY ADDITIONAL CLARITY IN NEEDED PRIOR TO INSTALLATION.FRAMING THE FUTURE
PO Box 28192
Austin, TX 78755
512-642-3989 office
512-777-5987 fax
www.TransconSteel.com
Sales@TransconSteel.com
Size
RT_3.1GMJ 3
16"=1' 10/20/14 14-104
PROJECT ROOF SECTIONS
11. 6
TS3.2
L02
4'-2"
6'-2"
15'-8 9/16"
32'-0" 6'-0" 32'-0"
6'-0"
0'-3 9/16"
T05
T02AT01R
G02
T11
10
TS3.2
32'-0" 6'-0" 32'-0"
T05
T01R
8'-91/2"
0'-3 1/2" 31'-8 1/2"
8
TS3.2
T16
2'-111/2"
1'-41/2"
0'-9"
3'-0"
0'-7"
TOP OF BEAM
19' 6-1/2"
14'-0"
0'-0 5/16"
T01BT01B-R
9
TS3.2
T05
32'-0"32'-0"
6'-0"
9'-7"
3'-0"
3'-0"
L03B
L04A
L01B
600S162-68
@ 24"OC
3'-0"
TOP OF BEAM
30' 3-13/16"
2'-10"
4'-1013/16"
4'-105/16"
21'-6 3/4"
18'-4"
7
TS3.2
3'-0"
3'-0"
3'-0"
2'-10" 3'-0"
Scale Project numberDateDrawn by
D
STEEL Drawing number
Review
TRANSCON THE DRAWINGS HEREIN ARE MANUFACTURING DRAWINGS ONLY.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS, SITE CONDITIONS, AND THAT ALL STATE AND LOCAL
CODE REQUIREMENTS ARE MET. PLEASE CONTACT TRANSCON STEEL
FOR ANY ADDITIONAL CLARITY IN NEEDED PRIOR TO INSTALLATION.FRAMING THE FUTURE
PO Box 28192
Austin, TX 78755
512-642-3989 office
512-777-5987 fax
www.TransconSteel.com
Sales@TransconSteel.com
Size
RT_3.2GMJ 3
16"=1' 10/20/14 14-104
PROJECT ROOF SECTIONS
12. 3'-0"
SHOP EXTEND THESE TWO
VERTICAL WEBS UP 6"
ABOVE TOP CHORD
1'-0 1/2"
FASTEN THRU TOP CHORD
EXTENSION AND INTO
EXTENDED VERTICAL WEB
WITH (8) #10
TOP OF
DROPPED
TOP CHORD
4'-7 3/16"
0'-2"
6" x 8" x 54
MIL GUSSET
PLATE
(8) #12
(8) #12
COPE BOTTOM CHORD
TO MATCH SLOPE OF
TOP CHORD
SHIOP INSTALLED
RAISED TOP CHORD
EXTENSION
(8) #12
600S162-54 SHOP
INSTALLED RAISED TOP
CHORD EXTENSION
CAPPING
TRACK PER
TRUSS DESIGN
DRAWING
CEE WEB PER
TRUSS DESIGN
DRAWING
UNLESS NOTED OTHERWISE,
FASTEN THRU FLANGE OF TRACK
AND INTO FLANGE OF CEE WITH
EITHER:
#10 @ 12" O.C.
OR:
0.1" PIN @ 8" O.C.
"L" BRACE ONLY WHERE SHOWN
ON TRUSS DESIGN DRAWING
362S162-33 - LENGTH AS
REQUIRED TO EXTEND IN ONE
PIECE WITHIN 6" OF TOP CHORD
AND 6" OF BOTTOM CHORD
TRUSS WEB
"L" BRACE
362S162-33
WHERE SHOWN ON TRUSS DESIGN
DRAWING
362S162-33 - LENGTH AS REQUIRED
TO EXTEND IN ONE PIECE WITHIN
6" OF TOP CHORD AND 6" OF
BOTTOM CHORD
#10 @ 12" O.C.
GUSSET PLATE
6" X 6" X 54 MIL
(8) #10 THRU GUSSET
AND VERTICAL WEB
362S162-54
BRACE ORIENTED
VERTICALLY OVER
BEARING
(8) #10 THRU BRACE,
THRU GUSSET, AND THRU
BOTTOM CHORD
TYPICAL CLIP
AT BEARING
9"
BEARING POINT
1 1
2" X 1 1
2" X 43 MIL X 0'-3 1
2" LONG CLIP
(3) #10 THRU CLIP, THRU VERTICAL
WEB AND INTO BOTTOM CHORD
(3) #10 THRU CLIP AND INTO TOP
TRACK
THESE SCREWS MAY BE COUNTED AS
SOME OF THE SCREWS CALLED OUT
ON THE TRUSS DESIGN DRAWING FOR
THE CONNECTION OF THE BOTTOM
CHORD TO THE WEB.
FLAT PLATE
HOLDOWN
0'-2"
0'-4"
0'-6"
0'-3"
THICKNESS: 43 MIL
FLAT PLATE HOLDOWN
(3) #10
(3) #10
FASTEN OUTLOOKER TO TOP TRACK OF
GABLE END FRAME WITH S/H1 AS
MANUF. BY SIMPSON. USE (3) #10 INTO
OUTLOOKER AND (3) #10 INTO TOP
CHORD OF GABLE END
FASTEN BOTTOM CHORD OF GABLE FRAME TO TOP TRACK OF WALL
WITH CLIP 1 1
2" X 1 1
2" X 43 MIL X 0'-3 1
2" LONG
SPACE CLIP AT 2'-6" MAX ON CENTER ALONG THE TOP OF THE WALL
(3) #10 THRU EACH CLIP AND INTO TOP OF THE WALL
(3) #10 THRU EACH CLIP AND INTO BOTTOM CHORD
1 1
2" X 8" X 43 MIL
FLAT STRAP HOLDOWN @ 4'-0" O.C. MAX
ALONG TOP TRACK OF WALL
FASTEN EACH STRAP TO VERTICAL WEB
WITH (3) #10
FASTEN EACH STRAP TO WALL STUD OR
TOP TRACK OF WALL WITH (3) #10
600T125-43 TRACK - FASTEN TO
EACH OUTLOOKER IT CROSSES
WITH (2) #10 AT BOTH THE TOP
AND BOTTOM FLANGES
OUTLOOKER
600S162-43 SPACED AT 24" MAX O.C. AS
MEASURED ALONG THE TOP CHORD OF
THE GABLE END FRAME
TRACK
600T125-43
FASTEN TO TOP CHORD OF TRUSS
WITH (2) #10 @ 12" O.C.
3'-0" MAX
CAPPED WEB OF TRUSS
FASTEN THRU VERTICAL
WEB, THRU GUSSET, AND
INTO SLOPING CHORD
WITH # FASTENERS AS
SHOWN ON TRUSS DESIGN
DRAWING
FASTEN THRU VERTICAL WEB GUSSET PLATE
AND INTO GUSSET PLATE AND OPTIONALLY
THE CHORDS WITH # FASTENERS SHOWN ON
THE TRUSS DESIGN DRAWING. NOTE THAT
THE SCREWS THAT ARE PLACED THROUGH
THE VERTICAL WEB FOR THE CHORDS CAN BE
COUNTED AS THESE WEB SCREWS.
GUSSET PLATE
6" X 4" X 54 MIL
TYPICAL UNLESS
NOTED
OTHERWISE
COPE ONE SLOPING
CHORD - REMOVE AS
LITTLE MATERIAL AS IS
PRACTICABLE
CAPPING TRACK PER
TRUSS DESIGN DRAWING
CEE WEB PER
TRUSS DESIGN
DRAWING
UNLESS NOTED
OTHERWISE, FASTEN
THRU FLANGE OF
TRACK AND INTO
FLANGE OF CEE WITH
EITHER:
#10 @ 12" O.C.
OR:
0.1" PIN @ 8" O.C.
1 1
2" X 1 1
2" X 43 MIL X 0'-3 1
2" LONG CLIP
(3) #10 THRU CLIP, THRU VERTICAL WEB
AND INTO BOTTOM CHORD
(3) #10 THRU CLIP AND INTO TOP TRACK
THESE SCREWS MAY BE COUNTED AS
SOME OF THE SCREWS CALLED OUT ON
THE TRUSS DESIGN DRAWING FOR THE
CONNECTION OF THE BOTTOM CHORD
TO THE WEB.
FLAT PLATE HOLDOWN
0'-6"
0'-313/16"
0'-10"
TRUSS HEEL HEIGHT
LOW HEEL ROLL BRACE 3" X 1 1
2"
X 43 MIL LENGTH AS REQUIRED
PLACE BRACE AT EACH TRUSS
LOW HEEL
(2) #10
(2) #10
1'-10"
0'-10"
TOP CHORD OF
LOWER TRUSS
BOTTOM CHORD OF VALLEY HOLDOWN
3" X 3" X 54 MIL X 0'-6" LONG CLIP AT EACH POINT
WHERE THE VALLEY TRUSS CROSSES A TRUSS
BELOW
FASTEN HOLDOWN TO TOP CHORD OF LOWER
TRUSS WITH (4) #10
FASTEN HOLDOWN TO BOTTOM CHORD OF PIG
WITH (4) #10
CLIP 2" X 4" X 54 MIL X 0'-6" LONG CLIP - BENT
AS SHOWN - PLACE ONE CLIP AT BOTTOM
CHORD AND ONE CLIP AT TOP CHORD
(4) #10 THRU EACH CLIP AND INTO CHORD OF
CARRIED TRUSS
(4) #10 THRU EACH CLIP AND INTO GIRDER
MAX GAP BETWEEN
TRUSS AND GIRDER
SHALL BE 1
2", TYPICAL
TRUSS T11
TRUSS T17
CAP ON END WEB -
FASTEN CAP TO WEB
WITH (6) #10 AT BOTH
FLANGES OF TRACK
(TOTAL OF 12
SCREWS)
4" X 2" X 54 MIL X 1'-0" LONG CLIP
FASTEN THRU CLIP AND INTO CAPPING
TRACK OF TRUSS WITH (10) #10
FASTEN THRU CLIP AND INTO CAPPING
TRACK OF GIRDER WITH (8) #10
BOTTOM CHORD OF GIRDER
MAX GAP BETWEEN TRUSS AND
GIRDER SHALL BE 1
2", TYPICAL
CONNECTION PER
H2
LOWER
DIAGONAL
BRACE
ANGLE PER
H4
UPPER
DIAGONAL
BRACE
LEDGER
Per H4
0'-3 5/8"
LOWER DIAGONAL BRACE
362S162-43
EACH BRACE TO TOUCH THREE
TRUSSES AS SHOWN
BRACES SPACED AT 8 FEET ON
CENTER
FASTEN THRU EACH BRACE
AND INTO EACH VERTICAL
WEB IT CROSSES WITH (4) #10
SUPPORTING WALL STUD
W/ 6" 18GA HEADER TRACK
LEDGER
PER H4
UPPER DIAGONAL BRACE 362S162-43
EACH BRACE TO APPROACH TWO TRUSSES AS SHOWN
BRACES SPACED AT 8 FEET ON CENTER
OMIT UPPER DIAGONAL BRACE IF THE LEDGER IS
WITHIN 8 INCHES OF THE ANGLE
ANGLE
PER H4
FASTEN THRU
BRACE AND INTO
ANGLE WITH (4) #10
FASTEN THRU BRACE AND INTO
CEE LEDGER WITH (4) #10
VERTICAL WEB OF TRUSS
3'-0"
6'-6"
FASTEN THRU VERTICAL WEB, THRU
GUSSET, AND INTO SLOPING CHORD
WITH # FASTENERS AS SHOWN ON
TRUSS DESIGN DRAWING
FASTEN THRU VERTICAL WEB
GUSSET PLATE AND INTO GUSSET
PLATE AND OPTIONALLY THE
CHORDS WITH # FASTENERS SHOWN
ON THE TRUSS DESIGN DRAWING.
NOTE THAT THE SCREWS THAT ARE
PLACED THROUGH THE VERTICAL
WEB FOR THE CHORDS CAN BE
COUNTED AS THESE WEB SCREWS.
GUSSET PLATE
6" X 4" X 54 MIL
TYPICAL
UNLESS NOTED
OTHERWISE
COPE ONE SLOPING
CHORD - REMOVE AS
LITTLE MATERIAL AS IS
PRACTICABLE
3" X 3" X 43 MIL ANGLE CONTINUOUS BETWEEN
TRUSSES - TYPICAL BOTHS SIDES OF CORRIDOR
FASTEN ANGLE TO EACH BOTTOM CHORD IT
CROSSES WITH (2) #10
FASTEN ANGLE TO EACH VERTICAL WEB IT
CROSSES WITH (2) #10
LEDGER CEE
362S162-43
FASTEN LEDGER TO EACH
VERTICAL WEB IT CROSSES
WITH (4) #10
CLIP 1 1
2" X 3" X 43 MIL X 0'-3 1
2" LONG
FASTEN EACH CLIP TO LEDGER CEE
WITH (4) #10
FASTEN EACH CLIP TO TRUSS TOP
CHORD WITH (4) #12
Scale Project numberDateDrawn by
D
STEEL Drawing number
Review
TRANSCON THE DRAWINGS HEREIN ARE MANUFACTURING DRAWINGS ONLY.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS, SITE CONDITIONS, AND THAT ALL STATE AND LOCAL
CODE REQUIREMENTS ARE MET. PLEASE CONTACT TRANSCON STEEL
FOR ANY ADDITIONAL CLARITY IN NEEDED PRIOR TO INSTALLATION.FRAMING THE FUTURE
PO Box 28192
Austin, TX 78755
512-642-3989 office
512-777-5987 fax
www.TransconSteel.com
Sales@TransconSteel.com
Size
RT_4.1GMJ N/A 10/20/14 14-104
PROJECT ROOF DETAILS
A
B
C
D
E F
A1 A2
C1
C2
C3
D1
D2 D3 D4
G
H
H1
H2
H4
H3