06-425-013: NET WIND UPLIFT GIRDER TRUSS REACTION.
"CB" : 2 X 6 VERTICAL WOOD "CROSS" BRACING CONNECTED TO TRUSSES AT EACH CONTACT
POINT W/ 2- 16d NAILS.
SEE TRUSS MANUFACTURER SHOP DRAWINGS AND CALCULATIONS FOR
ADDITIONAL CHORD AND WEB BRACING
"HB" : 2 X 4 CONTINUOUS HORIZ. WOOD BOTT. CHORD BRACING CONNECTED TO THE TOP OF
EVERY TRUSS BOTTOM CHORD W/ 2- 16d NAILS. MAXIMUM SPACING BETWEEN
BRACINGS SHALL BE 10' -0'
SEE TRUSS MANUFACTURER SHOP DRAWINGS AND CALCULATIONS FOR
ADDITIONAL CHORD AND WEB BRACING
TRUSS MANUFACTURE TO COORDINATE TRUSS BOTTOM CHORD ELEVATION
W/ ARCHITECTURAL DRAWINGS
LEDGER & PLATES STRUCTURAL MEMBERS SCHEDULE
CONNECTOR
LEDGER
CONNECTION
CONNECTION TO
A
MARK
SIZE & NUMBER
TO WALL
WOOD MEMBER
REMARKS
"LE1"
2X6 P.T. WOOD LEDGER
1/4" DIA TAPCONS ®
8" O.C. W/ 1 3/4" MIN
10d NAILS 0 4"
LEDGER
-89.7 P.S.F.
-59.1 P.S.F.
EMBED IN CONC.
-86.2 P.S.F.
-86.2 P.S.F.
3
-151.8 P.S.F.
3/4" DIA KWIK BOLT II
EHUH28 BY USP W/ (28)
LEDGER
"LE2"
(2) 2X8 P.T. WOOD LEDGER
BY HILTY ® 16" O.C.
16d NAILS INTO HEADER
1671 LBS
1541 LEIS
NAILED TOGETHER W/ 10d
STAGGERED W/6" EMBED
AND (14) 10d X 1 1/2
NVHTAI2
2133 LBS
NAILS 0 40.
IN CONC. GROUT FILLED
NAILS INTO WOOD MEMBER.
Lj_J
C4
NVHTAI2 +
CELLS. NOA 01- 1001.03
NOA 03- 0611.05
1943 LBS
10d INTO S
6- lOd x 1 1/2 INTO SEAT(N Al2)
3/4" DIA KWIK BOLT II
UH26 BY USP W/ (8)
LEDGER
"LE3"
(2) 2X8 P.T. WOOD LEDGER
BY HILTY ® 16' O.C.
20d NAILS INTO HEADER
I VALUES
NAILED TOGETHER W/ 10d
STAGGERED W /6" EMBED
AND (3) 20d
W
Lo Ln
o
NAILS ® 4 ".
IN CONC. GROUT FILLED
NAILS INTO WOOD MEMBER.
1617 LEIS
1943 LEIS
6- 10d x 1 1/2 INTO SEAT( Al2)
CELLS. NOA 01- 1001.03
NOA 03- 0611.05
TA24
1/4" STEEL BACK PLATE
2- 3/4" DIA 'KWIK BOLT II" BY HILTI
W/ 4" MIN EMBED IN CONC. OR GROUT
2- 3/4" DIA THRU BOLTS
/4" "U"
2 1/2"
1/2" 1 1/2"
1/2" CHORD. IV
WOOD MEMBE TRUSS. MA UF.
WOOD MEMBER
FOR NUMBER OF PLY
CHORD. W/ TRUSS SHOP DINGS
2- 3/4" DIA THRU BOLTS
x-1/4" "U" HANGER
SIM
2111/2
2"
FILLED CELLS 0 EA. SIDE OF WOOD MEMBER) FOR NUMBER % PLY 1 2- 3 4* 4" DIA "KWIK BOLT II" BY HILT]
CHORD. W/ TRUSS SHOP DINGS FILLED 4 MIN EMBED IN CONC. OR GROUT
FILLED CELLS 0 EA. SIDE OF WOOD MEMBER
CONC. OR GROUT FILLED CELLS 1/4" STEEL BACK PLATE
(REINF. AND OTHER STRUCTURAL)
ELEMENTS NOT SHOITEEL BUCKET "R4,2 "STEEL BUCKET "R4,2"
SIDE ELEVATION FRONT ELEVATI ❑N
SCALE 3/4' = 1' -0'
SCALE 3/4' = 1' -0'
'ERIMPOSED LOADS
CONNECTOR
15 P.S.F.
ALLOWABLE LOAD VALUES
10 P.S.F.
A
30 P.S.F.
Q
43.7 P.S.F.
2
oil
TRUSSES L < 17.3'
GIRDER AND
TRUSSES L> 17.3'
ci
-37.2 P.S.F.
-32.8 P.S.F.
s
-89.7 P.S.F.
-59.1 P.S.F.
2
-86.2 P.S.F.
-86.2 P.S.F.
3
-151.8 P.S.F.
-99.3 P.S.F.
WOOD TRUSSES & GIRDERS CONNECTORS SCHEDO F-
CONNECTOR
CONNECTOR TYPE
ALLOWABLE LOAD VALUES
---I
-__I
A
LABEL
Q
UPLIFT
LAT. LOAD
LAT. LOAD
FASTENERS
ci
_ O
s
PARALLEL
PERPENDICULAR
SIZE do
REMARKS
0
w
TO WALL
TO WALL
QUANTITY
p
NVSTAI2
1221 LOS
1671 LBS
1541 LEIS
6- 10d x INTO 'I 2 INTO SEAT
N
B
NVHTAI2
2133 LBS
1617 LBS
1943 LBS
6- 10d x 1 1 2 INTO SEAT
Lj_J
C4
NVHTAI2 +
2133 LBS
1617 LBS
1943 LBS
10d INTO S
6- lOd x 1 1/2 INTO SEAT(N Al2)
O
TA18
970 LEIS
215 LEIS
345 LEIS
9- 'Od x 1 1/2' INTO TA
I VALUES
3103 LOS
1832 LEIS
2288 LEIS
W
Lo Ln
o
Z
NVHTAI2 +
2133 LEIS
1617 LEIS
1943 LEIS
6- 10d x 1 1/2 INTO SEAT( Al2)
n
O
TA24
1270 LBS
215 LEIS
345 LBS
11- 10d x 1 1/2" INTO TA
I VALUES
3403 LEIS
1832 LBS
2288 LBS
TYP.2 BOLTS
5885 LEIS
-
-
DETAIL "A ": USE (2) 5/8' DIA 'KWIK BOLT II" BY "HILTI'
SEE DET 'A'
GIRDER CONNECTION
850 LBS
630 LEIS
1075 LEIS
INTO WALL
IN S -3
E
O
DETAIL "A' +
850 LBS
1110 LBS
1075 LBS
"HGAM10 ": USE (4 3 16" DIA "WEDGE - BOLTS" INTO WALL
HGAM10 BY USP
AND (4) WS15 WEDGE SCREES INTO GIRDER
(BOTH GD.SIDE, STAGGERED) +
+ NOP2X BY "USP"
7- VALUES
7585 LBS
1740 LBS
2150 LBS
TYP.4 BOLTS
11770 LBS
-
-
DETAIL "B": USE (4) 5/8" DIA "KWIK BOLT II" BY "HILT!"
O
GIRDER CONNECTION
DETAIL "B' +
850 LBS
630 LBS
1075 LBS
INTO WALL
'HGAM10': "WEDGE-
NOT USED
850 LEIS
1110 LBS
1075 LBS
USE (4 3 16" DIA BOLTS" INTO WALL
HGAM10 BY USP
AND (4) WS15 WEDGE SCREWS INTO GIRDER
(BOTH GD.SIDE, STAGGERED) +
+ NOP2X BY "USP"
VALUES
13470 LOS
i 1740 LBS
2150 LBS
NOTES 1). NVSTAI2 BY NU -VUE N.OA 03- 0224.10
2). NVHTAI2 BY NU -VUE N.O.A. 03- 0224.10
3). TA BY USP N.OA 01- 0912.05
4. "KWIK BOLT II" BY HILTI N.O.A. 01- 1001.03
W/ 4" MIN EMBED IN CONCRETE
5). PROVIDE NOP2X MOISTURE BARRIER PLATE BY USP (ONE PER EA MEMBER OF GIRDER)
B/ PRIER WD. GIRDER AND WALL
6). HGAM10 BY "USP" N.OA 02- 1113.05
7). WS15 WOOD SCREWS BY "USP' WITH Fyb= 217000 PSI do 1/4 D X MINIMUM 1 1/2' LONG.
8). WEDGE BOLTS BY POWERS FASTENERS, INC. AS PER NOA 02- 1113.05
ANGLE L3 1/2" X 3 1/2" X 1/4" W/
EXTENDED LEG (Fy = 36 KSI)---,, -
STEEL PLATE 4" X 1/4 1 3/4 1 3/4',
'
(Fy = 36 KSI) - 5/8" D M. THRU
BOLT FOR TWO PLY TRUSS
ANGLE L3 1/2" X 3 1/2" X 1/4" W/
EXTENDED LEG (Fy = 36 KSI)
CONC. TB
8" CMU LOAD
BEARING WALL
:o
--• 3
STEEL PLATE 4" X 1/4"
(Fy = 36 KSI)
ANGLE L3 1/2" X 3 1/2" X 1/4" W/
T EXTENNDE�D LEG (Fy = 36 KSI)
C�NCOFBEAM
1- 3/4" DIA. KWIK BOLT II
i BY "HILT]" 4 3/4" MIN.
MBED IN OI
1 1/2' TYP. OF 2
VARIES (BY TRUSS MANUF.)
3 1/2'
PREFAB WOOD VARIES
GIRDER TRUSS
• -� 1- 3/4" DIA. KWIK BOLT II
4 3/JA ' BY "HILT]" W/ 4 3/4" MIN. SCALE 3/4' = V -0'
MIN. EMBED IN CONC.
A- UPUFT CAPACITY
Pupl =( 5120)(0. 88)(.61)(.78)(2)(1.33) =5702 LBS.
TYPICAL 2 BOLTS GIRDER
C❑NNECTI ❑N DETAIL "A"
SCALE 3/4' = V -0'
-STEEL BASE PLATE
1/2 x 7 5/8
SEE DETAIL W/
(5) 5/8" 0 x 5"
HEADED STUDS
ADDITIONAL C NNECTORS /STRAP FOR U LIFT
NOT SHOWN (SEE PLAN AND SCHEDULE
3/4" DIA A -307 THRU BOLTS W/
STD. WASHERS. FOR NUMBER OF BOLTS
SEE FRAMING PLAN
R 1/4 X WIDTH OF BOTTOM CHORD
BOTH SIDES OF TRUSS /STRUT
RIES
LL-3 r ( �(� 1 /2
E �=
EA TF
TRUSS MANUF. TO DESIGN
THE PREFAB WD. TRUSS/ GIRDER
3/16" (MIN. OF 2 MEEBERS)
CONC. TB FOR A HORIZONTAL WIND
AXIAL LOAD- (SEE ROOF
FRAMING PLAN FOR VALUES)
ADDITIONAL PREFAB WOOD TRUSS /GIRDER STRUT
BOLTS AND STEEL PLATES AT THIS LOCATION
ONLY IF APPLICABLE
ELEVATION
TYP, HORIZONTAL STRUT DETAI
SCALE 3/4' = 1' -0'
STEEL BASE PLATE
1/2 x 7 5/8
SEE DETAIL W/
(5) 5/8" 0 x 5"
HEADED STUDS -
ADDITIONAL C NNECTORS /STRAP FOR U LIFT
NOT SHOWN SEE PLAN AND SCHEDULE
CONC. TB
3/4" DIA A -307 THRU BOLTS W/
STD. WASHERS. FOR NUMBER OF BOLTS
4t:$�SEE FRAMING PLAN
i i i
VAR ES
6' '' R 1/4 X WIDTH OF BOTTOM CHORD
BOTH SIDES OF TRUSS /STRUT
.. �, (2 MEMBERS MIN) )
T ii
W
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M
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�- - - 3/16"
TRUSS MANUF. TO DESIGN
THE PREFAB WD. TRUSS/ GIRDER t
(MIN. OF 2 MEEBERS)
FOR A HORIZONTAL WIND
AXIAL LOAD (SEE ROOF
FRAMING PLAN FOR VALUES)
ADDITIONAL PREFAB WOOD TRUSS /GIRDER STRUT
BOLTS AND STEEL PLATES AT THIS LOCATION
AN ONLY IF APPLICABLE
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO. 56755
1800 SW 27 Ave. # 401
Miami, Florida 33145 , \, l�tj►► ►��
Phi (305) 648 -9008 ��.o- ., ► ►i�
Faxi(305) 648 -9128
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