1) The document is a joist schedule for a roof steel framing plan that includes details of open web steel joists used in the construction of a small commercial building. 2) It lists the quantity, type, dimensions, manufacturer, and other remarks for 24 steel joists used in the construction of the roof. 3) The schedule also includes notes about the design loads for the roof, materials used (such as decking and insulation), and bridging requirements between the joists.

1. JOIST SCHEDULE
1 2 63'-0"
3 4 QTY TYPE OVERALL LENGTH MFG REMARKS
1'-6" 20'-0" 20'-0" 20'-0" 1'-6" 15 16K2 20'-4" VULCRAFT
21'-8" 19'-8" 21'-8" 6 16K2 19'-11 1/2" VULCRAFT
W/2'-0" TOP CHORD
3 16K2 9'-10 1/2" VULCRAFT
EXTENSION
3 16K2 8'-0 1/2" VULCRAFT
3 16K2 9'-5 1/2" VULCRAFT
W/1'-11" TOP CHORD
2 16K2 8'-9 1/2" VULCRAFT
EXTENSION
10'-0"
SMALL COMMERICAL BUILDING
RIBBED METAL DECKING (TYP.)
1-1 2" VULCRAFT B22
SPANNING A MIN. 6'
1
O.W.S.J. WITH A 6" OVERLAP.
-
GRID
1'-6"
4A
A 4A W12X26 4A W12X26 W12X26
OVERLAP
W W
W/6"
2'-6"
1
A 9
11 X39
10 12 0X3
12 0X3
ROOF MEMBRANE
8A X3
B
A 9
10
WESTBOROUGH, MA 01581
9 SLOPED 1/4" PER FOOT
1
ROOF STEEL FRAMING PLAN
W
W
CANT
STRIP 4" RIGID FOAM INSULATION
VULCRAFT TYPE B22
T.O STEEL/JOIST ROOF DECKING
EL. 228-4
1-1 4x7 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING
1'-4"
BOND BEAM W/(2)
#4 REBAR CONTINOUS
1"
W10X26
W10X26
W10X22
W10X22
16K2
16K2
16K2
16K2
16K2
16K2
D.O
D.O
D.O
20'-0"
W12X26 VULCRAFT 16K2 OPEN WEB STEEL JOIST
1-1 4x7 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING
3 JOIST AT 5'-0" O.C. 3 JOIST AT 5'-0" O.C. 3 JOIST AT 5'-0" O.C.
1 JOIST DETAIL
5D
5D
5C
5C
2
- - SCALE 3/4" = 1'-0"
4B W14X30 4D W14X30 4C W14X30
B W W
A 9
12
B 0
1
11 X3
8B 0X3
12 X4
12 X4
10
12
9 B 0
W
W
3 JOIST AT 5'-0" O.C.
9'-11"
73'-0"
1-1 4x7 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING
W12X26
W12X26
EXTERIOR LIMIT OF BUILDING/FOUNDATION
16K2
16K2
D.O
GRID
W10X26
W10X26
16K2
16K2
16K2
16K2
D.O
D.O
63'-0"
20'-0"
4E W10X22
2'-0"
ROOF MEMBRANE
BEARING PLATE (TYP.) SLOPED 1/4" PER FOOT
4E W10X22 2-1 2x1 2x8-3 4
4" RIGID FOAM INSULATION
1-1 4x7 64 HORIZONTAL BRIDGING 1 x7
1- 4 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING
VULCRAFT TYPE B22
ROOF DECKING
16K2
16K2
D.O
8'-1"
CHESTER INSTITUTE
1'-4"
3 JOIST AT 5'-0" O.C. 3 JOIST AT 5'-0" O.C. 3 JOIST AT 5'-0" O.C.
WESTBOROUGH, MA. 01581
5B
5B
6E
6E
PORTER AND
129 FLANDERS ROAD
4B W14X30 4D W14X30 4C W14X30
C 1 " MIN. 2-1 2" MIN.
(508) 366-0296
4
W W
A 9
12
A 0
10
11 X3
13 2X4
8B X3 13 X40 W14x30 VULCRAFT 16K2 OPEN WEB STEEL JOIST
10
9 A
1
W
W
3 JOIST AT 5'-0" O.C. 3 JOIST AT 5'-0" O.C. 3 JOIST AT 5'-0" O.C.
9'-6"
2 JOIST DETAIL
W12X26
1-1 4x7 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING - SCALE 3/4" = 1'-0"
16K2
16K2
D.O
W10X26
W12X26
W10X26
4E W10X22
16K2
16K2
16K2
16K2
D.O
D.O
20'-0"
1 JOIST AT 5'-0" O.C. 1 JOIST AT 5'-0" O.C
1-1 4x7 64 HORIZONTAL BRIDGING 1-1 4x7 64 HORIZONTAL BRIDGING
8'-10"
8' X 8'
SKYLIGHT
MVT
12/2/2011
6D
6D
W 4E W
9
A 39
5A
5A
9A X3
10 10
10 0X
9B X39 10 X39 AS NOTED
10
1'-8"
W10X22
1
W
W
4A W12X26 4A W12X26 4A W12X26 B
D
1'-6"
NOTES: DESIGN LOADS:
1. 22 GAUGE PAINTED STEEL DECKING SPOT SNOW LOADS 35 psf 212-2011
WELDED TO JOISTS, 2 WELDS PER JOIST. LIVE LOADS 16 psf
RUBBER MEMBRANE 5.5 psf
2. JOIST MFG TO DESIGN FOR NET JOIST UPLIFT 4" RIGID FOAM INSULATION 6 psf
ROOF STEEL FRAMING PLAN TOS 228-4 NORTH
AND NESSCARY BRIDGING TO RESIST WIND
LOADS.
SUSPENDED CEILING
MECHANICALS
1
5
psf
psf
METAL DECKING 1.78 psf
SCALE 1 4" = 1'-0"