05-1120-018USP STRAP UGTS3
DADE CO. NOA #02- 0128.04
UPLIFT CAPACITY: 6170#
TOP OF BEAM
NU -WE NV358 -12 W/(8) 10d x3" NAILS
IN (2)STRAPS + (8) 10d x3" IN SEAT.
DADE CO. NOA #04- 0510.03.
UPLIFT CAPACITY = 2245#
SHEAR CAPACITY: L2 = 1839#
L1 = 1961#
f,
COORDINATE W/
TRUSS MFR '
I
9"
MIN.
2 1/2"
4 3 4,
BOTT. OF BE 16"
DROP BOTT OF BEA
PREFAB WOOD TRUSSES AS
PER MANUFACTURES SPECS.
FOR FASCIA & O.H.
SEE ARCH. DWGS.
TOP OF BEAM
FOR FASCIA-
SEE ARCH. DWGS.
TRUSS GIRDER CONNECTOR
12
a o Q��CNi
l�
) RAMSET " /4"
BOLT
WEDGE ANCHOR
W/ 5" MIN. EMBED.
BOLT NO.A #01- 0504 -12.
5"
3/4" = 1' -0"
LATERAL BRACE PER 9/S -4-1
NU -VUE CONNECTORS PER SCHEDULE.
8 "x12" TIE BEAM PER
ROOF FRAMING PLAN.
1 8" C.M.U. WALL REINFORCED
PER PLAN.
TRUSS TO WALL CONNECTION
PREFAB WOOD TRUSSES AS
PER MANUFACTURES SPECS
HURRICANE STRAP
PER SCHEDULE 1
PRECAST LINTEL AND MASONRY
MAY BE USED IN LIEU OF CONCRETE
EXTENSION. IF BEARING CAN NOT
BE OBTAINED AT EACH END, USE
CONCRETE EXTENSION.
3/4" = 1'-
TIE BEAM DEPTH
PER SCHEDULE
ADDITIONAL DEPTH AT DOORWAY OR
WINDOW PER ARCH. DRAWINGS. ADD
#5@8" C/C EA. WAY, EXTEND REINF.
AND CONCRETE 8" MINIMUM BEYOND
- OPENING AT EACH END.
- OPENING
n TYPICAL TIE BEAM OVER OPENING
3/4" = 1' -0"
PER TRUST.
SPECIALTY ENGINEER
GIRDER CONNECTION.
io
l
N
2' -6"
HADD 2 # 5 CORNER
BAR AT TOP AND
BOTTOM OF BEAM
—L90 DEG. HOOK AT ALL TOP BARS
PROVIDE 5 #3 STIRRUPS 04"
AROUND CORNERS
BEAM REINFORCING - SEE SCHEDULE
(TOP PLANE SHOWN)
CONCRETE CORNER BEAM - PLAN VIEW
" -K TRUSS.
PTHIN OR DECKING
3/4" PLYWOOD OVER TRUSSES
2x4 CROSS
BRACING
WOOD
20 CONTINUOU I:I AT 24
HORIZONTAL
LATERAL 2 -10C
BRACING
(TYP-)
� F
10 SP. ® 2' -0" c/c = 20' -0" (MA*_
TYPICAL PERMANENT LATERAL BRACING FOR TRUSSES
HURRICANE CLIP
NU -WE NVHCR WITH 12 -16d
DADE CO NOA # 01- 0110.06
TRUSS GIRDER.
PREFAB. WOOD
TRUSS.
1" = 1' -0
NU -WE NVHTAI2 WITH
(12) -10d NAILS ON STRAPS AND
(6)- 10dx11 /2" ON SEAT.
CAPACITY. UPLIFT= 2133#
L1 = 1617#
L2 = 1943#
DADE CO. N.O.A. #03- 0224.10
NOTES:
HORIZONTAL BRACING OF TOP AND BOTTOM CHORD:
1. PROVIDE ONE ROW OF HORIZONTAL BRACING
AS SHOWN EVERY 6' -0" OF SPAN OF TRUSS.
2. BRACING MEMBERS TO BE CONTINUOUS 20 WOOD
MEMBERS AT SPLICE LOCATIONS, LAP BRACING
MEMBERS OVER AT LEAST TWO TRUSSES.
n TRUSS BRIDGING
DIAGONAL BRACING:
1. PROVIDE CROSS BRACING, AS SHOWN, AT EACH END
OF EACH ROW OF PERMANENT HORIZONTAL BRACING,
AND AT NO MORE THAN 20' -0" SPACING IN
DIRECTION OF HORIZONTAL BRACING.
2. BRACING MEMBERS TO BE 2x4 WOOD MEMBERS.
4 " =1
CIRG SS
3/4" PLYWOOD SHEATHING W /10d RING SHANK NAILS,
NAILS SHALL BE 4" c/c AT PANEL EDGE AND ® 4"
AT INTERMEDIATE TRUSSES (TYP.) AND
® 4 "C /C AT GABLE ENDS & INTER.. DIAPHRAGM GABLES
PROVIDE BLOCKING AT ALL DECK CHANGES AS PER DETAIL 7/S -4
ROOF DECK SHEATING
TRUSS
\J
0
L2 I
NU -WE NVRT18 WITH
(7) 16d NAILS AT TRUSS,
` (5) 1/4 "x 21" TAPCONS TO
CONCRETE WALL
CAPACITY: UPLIFT= 880#
N.O.A. #03- 0327.14
TRUSS CONNECTOR
N.T.S
TOTAL SHEAR CAPACITY: L1 = 1,617# AND L2 = 1,943#
TOTAL UPLIFT : 3,013#
SHEAIING OR
DECKING AS PER
ARCH. DWGS. —
2 "x 4" CROSS LATERAL
BRACING 010' O.C.
OR PANEL POINT
CUT THRU ROOF
PLYWOOD
SHEATHING AS REQ'D.
FOR HURRICANE
STRAP. (TYP.).
SEE DETAIL 7/S -4
FOR DECK CHANGE OF
PLANE.
i
n
n
GNU -VUE NVHCR /L
® EA. TRUSS
CHORD OF TRUSS
NU -VUE NVRT -18T STRAP
AT EACH END OF
TRUSS W/ 10 -16d NAILS.
PIGGY BACK TRUSSES
3/4" = 1'-
r[)NTINlIIIIIC l.Al v
n v C OTnlir"nin Al clIn PABPHA
CORNER OF ROOF TRUSSES
3/4" = V -0
' ^J °' "'^ °" """ NAIL ® 4" 0 /C.
EL. FIELD VERIFY
T.OF T -B
EXISTING TIE -BEAM,
TO REMAIN
DRILL 3/4 "0 HOLE IN
EXISTING 11E BAEM
6" DEEP AND PLACE
No.5 BAR AND FILL
WITH EPDXY GROUT,
TYPICAL EACH BAR.
EXISTING BLOCK WALL
TO REMAIN
SHAVED 2 "x6" BLOCKING
AT DECK CHANGE.
CONNECT BLOCKING TO
TRUSSES W/ CLIP ANGLE
W /4-8d NAILS ® EA. END.
m r- IF% I F% l I A A I /1 f r% r T A 11
T
—ONE (1) - #5 x 3' -0" LONG
AT CENTERLINE OF
EXISTING TIE -BEAM,
— TYPICAL.--- - - - - --
__-
LNEW CONCRE
TIE -BEAM, SE PLAN
AS SCHEDULED.
NEW TIE- COLUMN, SEE
PLAN AS SCHEDULED.
W BLO K
WALL
EXISTING STRUCTURE NEW STRUCTURE
NEW TIE -BEAM TO EXISTING TIE -BEAM CONNECTION
DETAIL
N.T.S
FASCIA
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REVISION
DATE
DATE
5 -16 -05
SHEET NO.
S -'7