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Rustin S
XX
Alan S
Daniel L
20-2060-00Steven Jenison10520 Shelbourne RdCarmel, IN 46032BYDESCRIPTIONNO.DATE12024-06-20Rustin SApproval Set.........PERMA-COLUMN NOTES:
1.STUB MUST BE SET TO +/- 6" VERTICAL TOLERANCE.
2.MTO TO SEND OUTSIDE PLIES OF COLUMN-TOP 6"
LONGER THAN STANDARD PC LENGTH TO BE FIELD
TRIMMED AS NECESSARY.
3.MTO TO SEND CENTER PLY OF COLUMN-MIDDLE 6"
LONGER THAN STANDARD PC LENGTH TO BE FIELD
TRIMMED AS NECESSARY.
4.BOTTOM OF COLUMN-MIDDLE WILL NOT BE CUT.
5.CUT-OFF AMOUNT = X" - 6"
6.GIRT MARKS MEASURED FROM TOP OF CENTER PLY
OF COLUMN MIDDLE AFTER CUTTING.
END TOP/WIND BRACE CONNECTION
SCALE: 1/2" = 1'-0"
FASTEN EACH 2x6 x 12"
SYP BLOCK W/ (3)
STRUCTURAL-S SCREWS
CUT BCT & FASTEN TO
BLOCK W/ (1) PURLIN
SCREW
TRUS
S
BC
T
END T
R
U
S
S
END TRUSS FASTENED TO "END TOP"
W/ (2) STRUCTURAL-M SCREWS @
EACH CHORD LOCATION & (2) 16d
R.S. NAILS @ EACH WEB LOCATION
TOP C
H
O
R
D
BCT FASTENED TO COLUMN
TOP W/ (5) 10d NAILS
BC
T
WIND BRACE BRACKET FASTENED TO
TRUSS W/ (9) SD#9 x 1 12" SCREWS
AND FASTENED TO WIND BRACE W/
(11) SD#9 x 1 12" SCREWS
WIND BRACE FASTENED
TO COLUMN TOP W/ (5)
STRUCTURAL-M SCREWS
H1 CLIPS ON NEAREST PURLIN EACH
SIDE OF WIND BRACE (10-SD #9 x 1 12"
SCREWS TOTAL) - USE H10A-2 CLIPS
FOR 2-PLY TRUSSES (18-SD #9 x 1 12"
SCREWS TOTAL)30"TOP C
H
O
R
D
FROM BOTTOM OFTRUSS TO TOP OFWIND BRACEBC
T
FASTEN WIND BRACE PIECES
INTO AN "L" WITH (25) 10d NAILS
FASTEN BCT TO BOTTOM
CHORD W/ (1) PURLIN SCREW
2x6 BCT CONNECTOR SHALL
SPAN ACROSS TOP OF ALL
BCTs IN THIS BAY
HINGE CONNECTION DETAILS
SCALE: 1
2" = 1'-0"
BOTTOM OF THE UPPER PART
OF THE HINGE IS FLUSH W/
THE BOTTOM OF THE CENTER
PLY OF THE "COLUMN TOP"
TOP OF THE LOWER PART OF
THE HINGE IS FLUSH W/ THE
TOP OF THE CENTER PLY OF
THE "COLUMN MIDDLE"
CUT OFF COLUMN THE SAME
AMOUNT AS "COLUMN TOP"
BEFORE HINGE FASTENING
HINGE FASTENED TO THE
"COLUMN TOP" W/ (2)
STRUCTURAL-M SCREWS & TO
THE "COLUMN MIDDLE" W/ (2)
STRUCTURAL-M SCREWS
SPLICE CONNECTION DETAILS
SCALE: 1
2" = 1'-0"7""COLUMN MIDDLE"
FASTENED TO PERMA
BRACKET PER SPECS FROM
WALL SECTION
"COLUMN TOP" FASTENED TO THE
COLUMN W/ (3) STRUCTURAL
SCREWS PER SIDE
·STRUCTURAL-M SCREWS
FOR 3-PLY COLUMNS
·STRUCTURAL-L SCREWS FOR
4-PLY & 5-PLY COLUMNS
99'-9"
B/ GRADE BOARD
CONCRETE STUB3'-6""COLUMN TOP" TEMPORARILY
FASTENED TO PERMA BRACKET W/
(1) STRUCTURAL SCREW EACH SIDE
STUB-TO-TOP CONNECTION DETAIL
SCALE: 1
2" = 1'-0"
CUT BOTTOM OF "COLUMN TOP"
(CUT SAME AMOUNT OFF
COLUMN CENTER PLY)
100'-0"
T/ F.F.XCATWALK INTERSECTION
SCALE: 1" = 1'-0"
2x4 BLOCK EACH SIDE
OF CATWALK FASTENED
W/ (5) 10d NAILS
2x6 SYP FASTENED TO
BLOCK W/ (5) 10d NAILS
AT CATWALK
2x6 BCT CONNECTOR AT 4"4"(8) 10d NAILS EACH
SIDE IN THIS REGION
(1) STRUCTURAL-M SCREW
EACH SIDE IN THIS REGION
(8) 10d NAILS EACH
SIDE IN THIS REGION
CONNECTION
SCALE: 1" = 1'-0"
TRUSS-TO-HEEL
GIRTS SHALL BE MARKED
AFTER "COLUMN MIDDLE"
IS CUT - MARKS ARE TO
BOTTOM OF GIRTS
14'-6 1/4"
12'-5 3/4"
10'-5 3/4"
8'-5 3/4"
6'-5 3/4"
4'-5 3/4"
2'-5 3/4"
0'-5 3/4"SEAL651SHEET TITLE:Q-Lyft DetailsCOPYRIGHT FBi Buildings, Inc.