10-317-013NET 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
V Y
^
LEDGER
CONNECTION
CONNECTION TO
LOAD VALUES
MARK
SIZE & NUMBER
TO WALL
WOOD MEMBER
REMARKS
"LE1"
2X6 P.T. WOOD LEDGER
1/ ' DI T PCONS,, MIN
1 O NAILS @ 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
NVHTAI2
2133 US
NAILED TOGETHER W/ 10d
STAGGERED W /6" EMBED
AND (14 ) 10d X 1 1 2
w
U
NAILS @ 4 ".
IN CONC. GROUT FILLED
NAILS INTO WOOD MEMBE
.
62 -10d x 1 1/2 "1 SEAT(NV TA12)
�
CELLS. NOA 01- 1001.03
NOA 03- 0611.05
970 US
215 LOS
345 LBS
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
O I
LLJ
NAILED TOGETHER W/ 10d
STAGGERED W /6" EMBED
AND (3) 20d
1617 LOS
1943 LBS
NAILS @ 4 ".
IN CONC. GROUT FILED
NAILS INTO WOOD MEMBER.
TA24
1270 LBS
215 LBS
CELLS. NOA 01- 1001.03
NOA 03- 0611.05
1/4" STEEL BACK PLATE
2-- 3/4" DIA THRU BOLTS
1/41$ "I n
WOOD MEMBER
FOR NUMBER OF PLY
CHORD. W/ TRUSS SHOP DWGS
2- 3/4" DIA THRU BOLTS
"U" HANGER
TYP. nt
ERIMPOSED LOADS
V Y
^
15 P.S.F.
CONNECTOR TYPE
10 P.S.F.
LOAD VALUES
30 P.S.F.
• "*go "
43.7 P.S.F.
2
°
TRUSSES L < 17.3'
GIRDER AND
TRUSSES L> 17.3'
r
-37.2 P.S.F.
--32.8 P.S.F.
U J
-89.7 P.S.F.
-59.1 P.S.F.
7
-86.2 P.S.F.
-86.2 P.S.F.
3
- -151.8 P.S.F.
-99.3 P.S.F.
we
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WOOD TRUSSES & GIRDERS CONNECTORS SCHEDULE ••c• • °� ", m •�•
Y•I• "
V Y
^
CONNECTOR
CONNECTOR TYPE
ALLOWABLE
LOAD VALUES
w W • • " Y *:96L
• "*go "
UPLIFT
UT. LOAD
PARALLEL
LAT. LOAD
PERPENDICULAR
LABEL
r
FASTENERS
SIZE is
REMARKS
U J
J l�.
TO WALL
TO WALL
OUANTITY
w
A
NVSTAI2
1221 LDS
1671 LMS
1541 LMS
7- 10d INTO Tpp
6- 10d x 1 1 2 INTO SEAT
i
NVHTAI2
2133 US
1617 LBS
1943 LBS
62 10d x INTO 2�IINTO SEAT
w
U
NVHTAI2 +
2133 US
1617 LMS
1943 US
62 -10d x 1 1/2 "1 SEAT(NV TA12)
�
O
TA13
970 US
215 LOS
345 LBS
9- 10d x 1 1/2 INTO TA
33m
Y VALUES
3103 LBS
1832 LOS
2288 LBS
O I
LLJ
In In to
NVHTA12 +
2133 LMS
1617 LOS
1943 LBS
62 1Oddx 1 1/2' NTO SEAT(NV Al2)
to
C �
W
(J
TA24
1270 LBS
215 LBS
345 US
11- 10d x 1 1/2 INTO TA
T- VALUES
3403 LBS
1332 LBS
2288 US
TYP.2 MOLTS
5885 LBS
-
-
DETAIL "A ": USE (2) 5/8" DIA "KWIK BOLT il" BY "HILT["
SEE DET "A"
GIRDER CONNECTION
DETAIL "A" +
850 LOS
630 LMS
1110 LOS
1075 LOS
1075 LMS
INTO WALL
"HGAM10 ": USE (4) 3/16" DIA "WEDGE -- MOLTS" INTO WALL
IN S -3
EO
850 L8S
AND (4) WS15 WEDGE SCREES INTO GIRDER
HOAM10 BY USP
(MOTH GD.SIDE, STAGGERED) +
+ NOP2X BY "USP"
I VALUES
7585 LBS
1740 LOS
2150 LOS
TYP.4 19OLTS
11770 L8S
-
-
DETAIL "B ": USE (4) 5/8" DIA "KWIK MOLT II" BY "HILTI"
NOT USED
�
GIRDER CONNECTION
DETAIL "B" +
850 LOS
630 LMS
1075 LOS
INTO WALL
"HGAM10 ": USE (4) 3/16" DIA "WEDGE - DOLTS" INTO WALL
`:J
850 LOS
1110 LOS
1075 LBS
INTO GIRDER
HGAM10 BY USP
AND (4) WS15 WEDGE SCREWS
(BOTH GD.SIDE, STAGGERED) +
+ NOP2X BY "USP"
. VALUES
13470 US
1740 US
2150 US
NOTES: 1). NVSTA12 BY NU -VUE N.O.A. 03- 0224.10
2). NVHTAI2 8Y NU -VUE N.O.A. 03- 0224.10
3). TA BY USP N.D.A. 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/ PREF. WD. GIRDER AND WALL
5). HGAM10 BY "USP" N.O.A. 02-- 1113.05
7). WS15 WOOD SCREWS BY "USP" WITH Fyb= 217000 PSI & 1/4 D X MINIMUM 1 1/2" LONG.
8). WEDGE MOLTS BY POWERS FASTENERS, INC. AS PER NOA 02- 1113.05
1 3/4 1 3/4'
STEEL PLATE 4" X 1/4"
(Fy = 36 KSI) -
ANGLE L3 1/2" X 3 1/2" X 1/4" W/
EXTENDED LEG (Fy = 36 KSI)
CONC. TB
8" CMU LOAD
BEARING WALL
(Fy STEEL PLATE 4" X 1/4"
ANGLE L3 1/2" X 3 1/2" X 1/4" W/
EXTENDED LEG (Fy = 36 KSI) ANGLE L3 1/2" X 3 1/2" X 1/4" W/
Tpp
EXTENDED LEG (Fy = 36 KSI)
CONC. BEAM
1- 3/4" DIA. KWIK BOLT II
Y' 5/8" DAM. THRU a, I - I BY "HILTI" W/ -t 3/4" MIN.
BOLT FOR FWO PLY TRUSS EMBED IN CONC.
(TYP. OF 2)
cu 1 J2
VARIES(BY TRUSS MANUF.)
-� 3 1/2' 3 112'
`- PREFAB WOOD VAS RIB
GIRDER TRUSS
1- 3/4" DIA. KWIK BOLT II
4 3/4' BY "HILTI" W/ 4 3/4" MIN. SCALE 3/4' = 1'-0'
MIN. A EMBED IN CONC.
A--A UPLIFT CAPACITY
Pupl -( 5120 )(0.88)(.61)(,78)(2)(1.33) =5702 LBS.
TYPICAL 2 BO-LTS GIRDER
r-%r K to Ir- e-,-'rT=K I - nF-"T A TI // A //
SCALE 3/4' = V -0"
-STEEL BASE PLATE
1/2 x 7 5/8
SEE DETAIL W/
(5) 5/8" 9 x 5"
HEADED STUDS STEEL BASE PLATE
DI SH EPLSARpLIFT /
NOT SHOWN (SEEANNDSCHEDULE) SEE DETAIL W/
(5) 5/8" 0 x 5"
3/4" DIA A -307 THRU BOLTS W/ HEADED STUDS
STD. WASHERS. FOR NUMBER OF BOLTS
SEE FRAMING PLAN CONC. TB
I I i
R 1/4 X WIDTH OF BOTTOM CHORD
BOTH SIDES OF TRUSS /STRUT
VARIES
33 2
rr
C�
w
w -
r 2 112:-Q 12 1 X211
2 1/2" 1 1/2"
2- 3/4" DIA "KWIK BOLT I1" BY HILTI 1 1/2" COORD. W/
W/ 4" MIN EMBED IN CONC. OR GROUT WOOD MEMBER TRUSS. MANUF.
FILLED CELLS ® EA. SIDE OF WOOD MEMBER FOR NUMBER OF PLY 2- 3/4" DIA "KWIK BOLT II" BY HILTI
COORD. W/ TRUSS SHOP DWGS W/ 4 MIN EMBED IN CONC, OR GROUT
FILLED CELLS @ EA. SIDE OF WOOD MEMBER
CONC. OR GROUT FILLED CELLS 1/4" STEEL BACK PLATE
(REINF. AND OTHER STRUCTURAL) p
ELEMENTS NOT SHOWN) TEEL BUCKET //R412//STEEL BUCKET "R412//
SIDE ELEVATION FRONT ELEVATI ❑N
SCALE 3/4' = l' -0'
SCALE 3/4' = l' -0'
TRUSS MANUF. TO DESIGN
THE PREFAB WD. TRUSS/ GIRDER
3/16" (MIN. OF 2 MEEBERS)
CONC. TB FOR A HORIZONTAL WWIND
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' = V -0'
ADDITIONAL CONNECTORS /STRAP FOR UPLIFT
NOT SHOWN (SEE PLAN AND SCHEDULE
CONC. TB
3/4" DIA A--307 THRU BOLTS W/
STD. WASHERS. FOR NUMBER OF BOLTS
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)>
r r
Q �
- 3/16"
TRUSS MANUF. TO DESIGN
THE PREFAB WD. TRUSS/ GIRDER �
(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
PL A N ONLY IF APPLICABLE
IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO, 56755
1800 SW 27 Ave. # 401
Mio,ml, Florida 33145
Phi (305) 648 -9008
Fax1(305) 648 -9128
E -MAILi ijcpeftellsou-thret
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RIGHT AND LEFT
ELEVATIONS
SCAU AS SHOWN
DRAWN MA
JOB 2005
BATE 15/08/05
SHEET:
S -3
3 OF:6
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RIGHT AND LEFT
ELEVATIONS
SCAU AS SHOWN
DRAWN MA
JOB 2005
BATE 15/08/05
SHEET:
S -3
3 OF:6
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