10-558-019TRUSS CONNECTIONS SCHEDULE
TRUSS
MARK
CONNECTION TOP OF BEAM
CONN. TO EXISITNG WALL
TYPE
UPLIFT
DESIGN
LOAD
CAPACITY
TYPE
UPLIFT
DESIGN
LOAD
CAPACITY
T -1
1
1260 Ibs
1810 Ibs
—
--
—
T -2
1
1300 Ibs
1810 Ibs
2
1300 Ibs
3965 Ibs
;
�,
•�
6 -10d NAILS THRU TRUSS
BY SPECIALTY ENGINEER
PB
NOTE 2
..
SEAT
r o to
TRUSS CONNECTION NOTES
1. PREFIX "T" INDICATES TRUSSES.
2. CONNECTIONS BETWEEN TRUSSES DESIGNED BY DELEGATED ENGINEER
3. SEE DETAILS
4, FL APPROVAL — SIMPSON
HETALI 6- 11473.50
MGT - 11470.9
TRUSS CONNECTION SCHEDULE
2x6 CONT. NAILER WITH % "0 W.A.
EMBEDED STRAP SIMPSON HETAL -16
WITH 4"
EMBEDMENT 012 "O.C.
OR EQUIVALENT WITH 14 -10d x1Ys"
2x6 OUTRIGGER
NAILS TO STRAP
024 "O.C. TOENAIL
TO NAILER
r3
•
!�
;
�,
•�
6 -10d NAILS THRU TRUSS
BY SPECIALTY ENGINEER
..
SEAT
r o to
A;
TYPE 1
NC�
�M
NEW PLYWOOD
J L,Od RING SHANK NAILS
•�
— EMBEDED HETAL STRAP
v N
SHEATHING
04 "O.C. INTO NAILER AND
•.
KT
TRUSS CONNECTION TO TOP OF WALL
INTO OUTRIGGER, T&B.
TYPE 1
PROVIDE A 3 "0
WASHER AND
NUT
4
M
L-i�
GABLE END
-Y" PLYWOOD WITH 10d
RING SHANK 06" O.C.
xl�
INSTALL MIN.
6 -10d TO FACE
12 GAGE GIRDER TIE DOWN SIMPSON
MGT WITH 22- 10dx1Y" NAILS TO
STRAP AND 1 —% "EPDXY ANCHOR WITH
12" MIN EMBEDMENT TO EXISTING CMU.
•
CONNECTION BY
TRUSS SYSTEM PIGGY BACK TRUSS
ENGINEER
V EXT. GRADE
PLYWOOD SHEATHING
NAILED TO TRUSSES
I�
WOOD TRUSS
PIGGY BACK CONNECTION
TYPE 2 SCALE: N.T.S.
SIMPSON MSTC 28 STRAP
WITH 36 -16d SINKERS 31'4 "0 THREADED RODS
2x6 TONGUE
AND GROOVE
4x8 RAFTER
4x8 RAFTER 2 - -Y "0 BOLTS 03 "O.C. 5" MINIMUM
=- EDGE DISTANCE TO EDGE OF MEMBER /
1— % "Ox12" 3x8 COLLAR TIE
LAG SCREW 4x10 RIDGE ` STRAP
BEAM
BOLT
NOTCH RIDGE
TO SPLICE
TOP CONNECTION
GAZEBO
CITY CAE SOUTH MIAMI
bUILDING DEPT.
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NATALIA'*
F E kN AN D '0' IS
RESIDENCE
5 901 ' S.W. 81 STREET
SOUTH MIAMI, FL 33143
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No 47013 * r
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BLISS & NYITRAY, INC.
STRUCTURAL ENGINEERS
Certliicate of Authorization No. CA 674
800 Douglas Road, Suite 300
Coral Gables Florida, 33134
Tel, (305),442-7086 Fax ( 305) 442 -7092
www.bniengineers.com
Paul A. Zilio, P.E. Fla. Reg. No. 47013
RNI Project No.10M14
ASSOCIATES, P.A.
ARCHITECTS
i00 SOUTH DIXIE HWY, SUITE 303
,')'ORAL GABLES, FL, 33146 PH, (305) 665 -0641
MAY 1% 2010
JOHN E. JUNKIN AR 006454
i
EMBEDED STRAP SIMPSON HETAL -16
OR EQUIVALENT WITH 14 -10d x1Ys"
NAILS TO STRAP
WOOD TRUSSES 024" O.C.
�+
•�
6 -10d NAILS THRU TRUSS
BY SPECIALTY ENGINEER
..
SEAT
A;
TYPE 1
— EMBEDED HETAL STRAP
KT
TRUSS CONNECTION TO TOP OF WALL
TYPE 1
PROVIDE A 3 "0
WASHER AND
NUT
M
L-i�
NOTCH BEAM
TO
�I PrOVInr
4x12 WOOD
'
; ;
.:
SPLICE 4x 12 WOOD
BEAM
..
:.
BEAM
DRILL A 13 • "0 HOLE
.:.
• ..
AND SET A 3/ "0
.• •
THREADED ROD IN
2 #5
' : , '� '
HILTI HIT —HY 150
TO MATCH
EPDXY. 7" MINIMUM
VERTICAL
EMBEDMENT
REINFORCEMENT
'' .
CONCRETE COLUMN,
' .'..
SEE 9/S3.01 FOR
REINFORCEMENT
6
WOOD BEAM TO
CONCRETE COLUMN
xl�
INSTALL MIN.
6 -10d TO FACE
12 GAGE GIRDER TIE DOWN SIMPSON
MGT WITH 22- 10dx1Y" NAILS TO
STRAP AND 1 —% "EPDXY ANCHOR WITH
12" MIN EMBEDMENT TO EXISTING CMU.
•
CONNECTION BY
TRUSS SYSTEM PIGGY BACK TRUSS
ENGINEER
V EXT. GRADE
PLYWOOD SHEATHING
NAILED TO TRUSSES
I�
WOOD TRUSS
PIGGY BACK CONNECTION
TYPE 2 SCALE: N.T.S.
SIMPSON MSTC 28 STRAP
WITH 36 -16d SINKERS 31'4 "0 THREADED RODS
2x6 TONGUE
AND GROOVE
4x8 RAFTER
4x8 RAFTER 2 - -Y "0 BOLTS 03 "O.C. 5" MINIMUM
=- EDGE DISTANCE TO EDGE OF MEMBER /
1— % "Ox12" 3x8 COLLAR TIE
LAG SCREW 4x10 RIDGE ` STRAP
BEAM
BOLT
NOTCH RIDGE
TO SPLICE
TOP CONNECTION
GAZEBO
CITY CAE SOUTH MIAMI
bUILDING DEPT.
'ti�Ll1'C•t.)� i '<AiS CTIOM
S3.02
t,
••o� �S�V u cr oror• •o•
i G • uG7 ov V • •
V U V V • U 6••fi ',
• u u V u u • •
air" O•• • t+ V fu•f P V i
ADDITON &
•
ALTERAT-10N
y y vVv v
TO
iGUu UN•uy ri• i•••
NATALIA'*
F E kN AN D '0' IS
RESIDENCE
5 901 ' S.W. 81 STREET
SOUTH MIAMI, FL 33143
;i
nT
i
li <
�, ti� �,THC.►!V y �� /i
A
No 47013 * r
f _ '
r
BLISS & NYITRAY, INC.
STRUCTURAL ENGINEERS
Certliicate of Authorization No. CA 674
800 Douglas Road, Suite 300
Coral Gables Florida, 33134
Tel, (305),442-7086 Fax ( 305) 442 -7092
www.bniengineers.com
Paul A. Zilio, P.E. Fla. Reg. No. 47013
RNI Project No.10M14
ASSOCIATES, P.A.
ARCHITECTS
i00 SOUTH DIXIE HWY, SUITE 303
,')'ORAL GABLES, FL, 33146 PH, (305) 665 -0641
MAY 1% 2010
JOHN E. JUNKIN AR 006454
i