13-491-016WOOD TRUSSES & GIRDERS CONNECTORS SCHEDULE
.ONNECTOR
CONNECTOR TYPE
ALLOWABLE LOAD VALUES
SPECIES
COMMERCIAL. GRADE
UPLIFT
LAT. LOAD
LAT. LOAD
LABEL
GIRDER ,!r
FASTENERS
NET WIND ZONE 1
WM -2
48
NET WIND •,
PARALLEL
PERPEND.
SIZE &
REMARKS
A
NVSTAI6
1545 LBS
823 LBS
1239 LEIS
7- 10d x 1 112 INTO STRAP
INTO
BY "NUVUE" NOA 09- 0721.05
CELLS. NOA 06- 0810.13
FL815.
"LU"
2- SEAT
6- 10d x 1 1 2
�1( -pDLA T�A/PCON $CHEWS
OB
NVHTAI6
2598 LBS
1312 LBS
1812 LBS
14- 10d x 1 1/2" INTO STRAP
6- 10d x 1 1/27 INTO SEAT
BY "NUVUE" NOA 09- 0721.05
C
NVHTA -20H
2858 LBS
1444 LBS
1994 LBS
16– 10d x 1 1/2" INTO STRAP
6– 1Od x 1 1 2" INTO SEAT
BY "NUVUE" NOA 09- 0721.05
3/4" DIA KWIK BOLT 3
B HILT] 1 2" „O.C.
NVHTA -24H
3117 LBS
1575 LBS
2175 LBS
18– 10d x 1 VZ" INTO STRAP
6– 10d x 1 1/2 INTO SEAT
BY "NUVUE" NOA 09- 0721.05
NAILS @ 4
IN CONC. GROUT FILLED
06- 0921.05
TYP.2 BOLTS
GIRDER CONNECTION
DETAIL "E ": USE (2) 3/4" DIA "KWIK BOLT 3" BY "HILT]"
NOT USED
GIRDER CONNECTOR
E
DETAIL "E" +
5885 LBS
–
–
INTO WALL
SEE DETAIL IN S -3
+ NOP2X BY "USP"
TYP.4 BOLTS
GIRDER CONNECTION
DETAIL "F ": USE (4) 3/4" DIA "KWIK BOLT 3" BY "HILTI"
GIRDER CONNECTOR
F
DETAIL "F" +
"USP"
11770 LBS
-
-
INTO WALL
NOT USED
+ NOP2X BY
HGAM10 (BOTH SIDES OF WD MEMBER
STAGGERED)
895 LEIS
1675 LBS
1365 LBS
"HGAM10 ": USE (4) 3/16 "x1 3/4" DIA "WEDGE - BOLTS"
BY "USP" FL 819 -R1
PROVIDE A MOISTURE BARRIER
895 LBS
1310 LBS
1365 LBS
INTO WALL AND (4) WS15 WEDGE SCREWS INTO GIRDER
TO PREVENT DIRECT CONTACT
�-/
OF WOOD WITH CONCRETE
VALUES
1790 LBS
2985 LBS
2730 LBS
1225 LBS
-
-
8 10d 1 1/2" NAILS INTO TRUSS.
FL 6223 -R1
H
(2} HTWM20
1225 LBS
.x
�4� 1/4" x 1 3/4" WEDGE BOLTS INTO CONC.
VALUES
2450 LBS
HTWM20
1225 LBS
M 13) 10d x 1 1/2" NAILS INTO TRUSS.
FL 6223 -R1
-
-
1/4" x 1 3/4" WEDGE BOLTS INTO CONC.
HGAM10 (ONE SIDE OF WD MEMBER}
895 LBS
1675 LBS
1365 LBS
"HGAM10 ": USE (4}} 3 16 "x1 3/4" DIA "WEDGE- BOLTS"
INTO WALL AND WS15 WEDGE SCREWS INTO GIRDER
BY "USP" FL 819 -R1
(4)
TOOPREEVEANT�DIRECTECON ACTT
OF WOOD WITH CONCRETE
NVTH -22
1598 LBS
783 LBS
735 LBS
(13) 10d x 1 1/2" NAILS INTO WOOD MEMBER
BY "NUVUE" NOA 09- 0721.05
M
STRUT CONNECTOR, SEE DETAIL ON S -3
NOT USED
N
SEE DETAIL "N" IN S -3
GIRDER CONNECTOR AT
REAR TERRACE
NOT USED
NOTES: 1). NOT USED
2 . WEDGE BOLTS BY POWERS FASTENERS, INC. AS PER NOA 05- 0701.10
3 . P OVIDE NOP2X MOISTURE BARRIER PLATE BY USP (ONE PER EA. MEMBER OF GIRDER)
B PREF. WD. GIRDER AND WAIF
4). 15 WOOD SCREWS BY "USP WITH Fyb= 217000 PSI & 1/4 D X MINIMUM 1 1/2" LONG.
ROOF TRUSSES SUPERIMPOSED LOADS
DEAD !- CHORD)
III 11� �p Jill
DEAD ( BOTTOM CHORD)
SPECIES
COMMERCIAL. GRADE
•
BASIC WIND PRESSURE
3X6
V=175 MPH h= _
ZONE WIDTH •
• • i ! r
GIRDER ,!r
GIRDER ,fir
NET WIND ZONE 1
WM -2
48
NET WIND •,
CEDAR
NO. 2
NET WIND ZONE 3
111
3X8
NET WIND UPLIFT, OVERHANGS ZONE 2
-86.0 P.S.F.
-86.0 P.S.F.
NET • OVERHANGS •
I
VIII .I : !"
-99.1
ALLOWABLE WIND PRESSURE NOTE:
THE WIND PRESSURES VALUES THAT ARE SHOWN IN THESE PLANS AND SCHEDULES ARE
ALLOWABLE WIND PRESSURE VALUES TO BE USED W/ ASD COMBINATIONS AS INDICATED IN
THE ASCE 7 -10.
THE WIND PRESSURES HAVE ALREADY BEEN MULTIPLIED BY A 0.6 COEFFICIENT.
WOOD MEMBER SCHEDULE
SIZE
SPACING
SPECIES
COMMERCIAL. GRADE
REMARKS
WM -1
3X6
SE�,ARCH
uW S.
CEDAR
NO. 2
(2) 2X10 P.T. WOOD LEDGER
WM -2
48
CEDAR
NO. 2
B HILTY 8 P.C.
STAGGERED W`6 EMBED
WM -3
3X8
SES,ARCH
DW S.
16" MAX.
CEDAR
SELECT STRUCTURAL
WOOD M MBER. U.N.O
CELLS. NOA 06- 0810.13
FL815.
ROOF NOTES:
1. TRUSS MANUFACTURER TO PROVIDE DEAD, LIVE, AND WIND UPLIFT REACTIONS
FOR ALL TRUSSES AND GIRDERS.
2. PROVIDE 2 X 4 WOOD BLOCKING UNDER FREE EDGES OF ALL ROOF
PLYWOOD PANELS FOR THE FIRST FOUR FEET FROM ALL FABLE ENDS. NAIL
PLYWOOD TO BLOCKING WITH 8d RING SHANK NAILS 0 4 .
3. MAIN ROOF PLYWOOD SHEATHING SHALL BE EXTENDED UNDER ALL VALLEY
TRUSSES AND PIGGYBACK TRUSSES.
4. BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH POSITIVE AND
NEGATIVE PRESSURE. SEE TRUSS SHOP DRAWINGS FOR BRACING SIZE AND
LOCATIONS.
5. PROVIDE 30 Ibs FELT PAPER BETWEEN PREFAB TRUSSES AND MASONRY
WALL / TYP. IF CONNECTOR IS PRESENT.
DEAD LOAD PLUS LIVE LOAD GIRDER TRUSS REACTION
NET WIND UPLIFT GIRDER TRUSS REACTION.
"CB" : 2 X 6 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" : 1 X 4 CONTINUOUS HORIZ. WOOD BOTT. CHORD BRACING CONNECTED TO THE TOP OF
EVERY TRUSS BOTTOM CHORD W/ 2– 8d NAILS. MAXIMUM SPACING BETWEEN
BRACINGS SHALL BE 10' -0"
SEE TRUSS MANUFACTURER SHOP DRAWINGS AND CALCULATIONS FOR
ADDITIONAL CHORD AND WEB BRACING
"PERMANENT BRACING FOR THE PREFABRICATED TRUSS SYSTEM:"
FOR THE BRACING OF THE PREFABRICATED TRUSSES TOP AND BOTTOM CHORDS AND
DIAGONAL MEMBERS FOLLOW TRUSS MANUFACTURER RECOMENDATIONS AS SHOWN IN THE
SHOP DRAWINGS AND ENGINEERING SHEETS.
ALL TRUSSES TOP CHORD SHALL BE BRACED WITH PLYWOOD SHEATHING. ALL TRUSSES
BOTTOM CHORDS SHALL BE BRACED WITH PLYWOOD SHEATHING, A RIGID CEILING IN AREAS
PROTECTED FROM THE ELEMENTS OR BY THE BRACING INDICATED IN THE TRUSS
MANUFACTURER'S ENGINEERING SHEETS AND SHOP DRAWINGS.
TRUSS MANUFACTURE TO COORDINATE TRUSS BOTTOM CHORD ELEVATION
W/ ARCHITECTURAL. DRAWINGS
LEDGER & PLATES STRUCT. MEMBERS SCHED.
LEDGER
CONNECTION
CONNECTION TO
MARK
SIZE & NUMBER
TO WALL
STRUCTURAL MEMBER
REMARKS
'I "
E1
(2) 2X10 P.T. WOOD LEDGER
3/4" DIA KWIK, BOLT 3
THD28 BY USP Wd_s(28
NAILED TOGETHER W/ 10d
".
B HILTY 8 P.C.
STAGGERED W`6 EMBED
16d NAI INTO t E
AND (166 10d NAILS INTO
LEDGER
NAILS ® 4
IN CONC. GROUT FILLED
WOOD M MBER. U.N.O
CELLS. NOA 06- 0810.13
FL815.
"LU"
2X6 P.T. WOOD LEDGER
�1( -pDLA T�A/PCON $CHEWS
1Od NAILS 0 4" O.C.
LEDGER
BED� IN CONC.3 /4
NOA 07- 0315.03
"�3"
(2 )2X10 P.T. WOOD LEDGER
NAILED TOGETHER W/ 10d
3/4" DIA KWIK BOLT 3
B HILT] 1 2" „O.C.
THD26 BY USP W/18}
16d NAI S INTO HH EKK
AND (12 10d NAILS
LEDGER
".
STAGGERED WI6 EMBED
INTO 0 D MEMBER.
NAILS @ 4
IN CONC. GROUT FILLED
06- 0921.05
CELLS. NOA 01- 1001.03
SHAPED 2x4 WOOD BLOCKING
%— ALO ADJACENT CONNECTED TO
TO
22 16d TOE NAILS
OOF SHEATHING
EE GENERAL
� NOTES
`—TOP CHORD OF
WOOD MEMBERS
BLOCKING AT RIDGE LINE
TYPICAL DETAIL
SCALE= N.T.S.
IGNACIO J. CALVO
STRUCTURAL ENGINEER
FLORIDA LICENSE NO. 56755
1800 S.W. 27th. Ave. #401
Miami, Florida 33145
Ph: (305) 648 -9008
Fax: (305) 648 -9128
E -MAIL: ijcpe@bellsouth.net
, FRAF/ L� �.1 ZKQ
R
RESIDE-NC.E
7601 SW 60 AVE MIAMI, FL 33133
KEYPLAN N.T.S.
REVISIONS
ARCHITECTURE
PRELIMINARY REVIEW
NORTH SEAL
L' I�
JOB NUMBER: 2012 - GRAF
CHECKED BY: M. ENRIQUEZ
ISSUE DATE: OCT. 25, 2012
SCALE: AS NOTED
%;IIArr1i
SHEET NUMBER
S -3
COPYRIGHT GIORGIO BALLI, PA.
8301 SW 53 AVE MIAMI, FL 33143 - 305.669.5160