14-145-011BEAM SCHEDULE
ROOF TRUSS CONNECTORS
.... . ..... ............ ............... ....... ....... ....... . .... ..................................................................... ....... .......... ........ ..... . ..... . ...... .................. ......................... ........ ................. . ... . ...........
MARK I MANUFACT.
NU—VUE
2 i
NU—VUE
DESCRIPTION
A NOAl2-0130.32
T&li Hollw=611
CONCRETE TIE BEAM
.SECTION
10•0 # 12-16d STRAP 0 24 Ot
I TRUSSES W/
SIGS (2 MIN.)
F6l/4" PLATE 0 TOP
5/8" — THRU BOLT w
9-x —
]i 54
USE (6) 5/8- — HILTI KWIK BOLTS FOR
UPLIFT REACTIONS UP TO 14 KIPS.
USE (2) 5/8- — HILTI KWIK BOLTS FOR
UPLIFT REACTIONS UP TO 7.6 KIPS.
ELEVATION
,TYPICAL GIRDER TRUSS TO CONCRETE
TIE BEAM CONNECTION DETAIL N. T. S.
ELEV.
REINFORCING
3 STIRRUPS
I
SIZE
TOP OF
SPACING REMARKS
i
BEAM
M I
BOTTO MID I
TOP
LIVE LOAD 30 PSF
NO. EACH END
STRENGTH EPDXY
DEAD LOAD 15 PSF—TOP CHORD
8X12
8'-4"
'21 52
2 # 5
----------------------------- — - -----------
1ST 4 0 12" BALANCE 048" •
TOTAL 55 PSF
DROP BM & ADD 2 #5
ROOF TRUSS CONNECTORS
.... . ..... ............ ............... ....... ....... ....... . .... ..................................................................... ....... .......... ........ ..... . ..... . ...... .................. ......................... ........ ................. . ... . ...........
MARK I MANUFACT.
NU—VUE
2 i
NU—VUE
DESCRIPTION
A NOAl2-0130.32
T&li Hollw=611
CONCRETE TIE BEAM
.SECTION
10•0 # 12-16d STRAP 0 24 Ot
I TRUSSES W/
SIGS (2 MIN.)
F6l/4" PLATE 0 TOP
5/8" — THRU BOLT w
9-x —
]i 54
USE (6) 5/8- — HILTI KWIK BOLTS FOR
UPLIFT REACTIONS UP TO 14 KIPS.
USE (2) 5/8- — HILTI KWIK BOLTS FOR
UPLIFT REACTIONS UP TO 7.6 KIPS.
ELEVATION
,TYPICAL GIRDER TRUSS TO CONCRETE
TIE BEAM CONNECTION DETAIL N. T. S.
O
-a-,I
I I I TB I I R132 I I I \ I I/
4k
I I Ln I
co
✓
,-I-
m
I
w—w- oom"Ita "owft"' & 77
m%.AjF 'F�_OLAN 1/4
NOTE: ENTIRE ROOF TO BE RE—TILED DUE TO 50% RULE
..... . ......
..........
..... . ............. ......... ........ ...........
..........
..................................................................... ...................
0 ......
............... ................................ .................... .........
z
w
F-
cc
0 <
w
L P-0
z
<
0
r) (2) Ld
z
0
p
PROVIDE 2 #5 X 3'-0- TOP & BOT
LONG BARS 0 TIE BEAM. DRILL 1' DIA
LOADS
HOLE & EMBED 6" INTO EXIST T.B.
& FILL W/ HILTI HIT-150 HIGH
LIVE LOAD 30 PSF
STRENGTH EPDXY
DEAD LOAD 15 PSF—TOP CHORD
DEAD LOAD 10 PSF—BOT. CHORD
TOTAL 55 PSF
WIND LOAD SPEED: 175 MPH
EXPOSURE: C
RISK CATEGORY: I
NEW
T.B.
EXIST T.B.
ENCLOSED BUILDING
INTERNAL PRESSURE COEF: +/— 0.18
O
-a-,I
I I I TB I I R132 I I I \ I I/
4k
I I Ln I
co
✓
,-I-
m
I
w—w- oom"Ita "owft"' & 77
m%.AjF 'F�_OLAN 1/4
NOTE: ENTIRE ROOF TO BE RE—TILED DUE TO 50% RULE
..... . ......
..........
..... . ............. ......... ........ ...........
..........
..................................................................... ...................
0 ......
............... ................................ .................... .........
z
w
F-
cc
0 <
w
L P-0
z
<
0
r) (2) Ld
z
0
p