10-558R-011r
TRUSS 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
1500
4x12 WOOD
;; . •: SPLICE4x12 WOOD
BEAM
BEAM
PB
NOTE 2
.' .:. � ' AND SET A Y4 "0
N
TRUSS CONNECTION NOTES
1. PREFIX "T" INDICATES TRUSSES.
2. CONNECTIONS BETWEEN TRUSSES DESIGNED BY DELEGATED ENGINEER
3. SEE DETAILS
4. FL APPROVAL — SIMPSON
HETALI6- 11473.50
MGT - 11470.9
TRUSS CONNECTION SCHEDULE
10d RING SHANK
04" O.C.
2x6 BLOCKING WITH
1 O TOE NAIL 04" O.C.
2x4 CONT. BLOCKING
WITH 2 -1Od
NEW PLYWOOD —� `�' •
SHEATHING SEE ARCH.
10d RING SHANK NAILS
04 "O.C. TOP AND BOTT
RAKED CONC. TIE ,
BEAM CONT. 16" MIN.
v
1 GABLE END WALL
MASONRY WALL
3 -3'4" A307 CARRIAGE
BOLTS 03 "O.C. MIN.
3" EDGE DISTANCE
SIMPSON H3
WITH 8 -8d
—2x6 OUTLOOKER
024" O.C.
-2x8 NAILER WITH
Y2 "O. ANCHORS 012"
O.C., 4" EMBED
0
WOOD TRUSSES 024" O.C.
BY SPECIALTY ENGINEER —
V PLYWOOD WITH IOd
RING SHANK 06" O.C.
EMBEDED STRAP SIMPSON HETAL -16
OR EQUIVALENT WITH 14 -10d x1h"
NAILS TO STRAP
6 -10d NAILS THRU TRUSS
SEAT
TRUSS CONNECTION TO TOP OF WALL
TYPE 1
ROOF SHEATHING,
SEE PLAN
20GA TENSION TIE
WITH 8 -10d SCREWS
TO EACH JOIST
PROVIDE A 3 "0
WASHER AND
NUT
M
-
"
L
6d
�~ NOTCH BEAM
nP
TO
ppoVinr
4x12 WOOD
;; . •: SPLICE4x12 WOOD
BEAM
BEAM
I DRILL A 1 )16 "0 HOLE
.' .:. � ' AND SET A Y4 "0
N
:• . THREADED ROD IN
2 #5
' ' : ' . '� ' HILTI HIT —HY 150
— ROOF TRUSS, SEE
TO MATCH
EPDXY. 7" MINIMUM
PLAN. (BY OTHERS)
VERTICAL
:. : •.:' EMBEDMENT
REINFORCEMENT
CONCRETE COLUMN,
' .. SEE 9/S3.01 FOR
' REINFORCEMENT
20GA TENSION TIE
WITH 8 -10d SCREWS
TO EACH JOIST
1"x8" BRACE EACH
SIDE OF JOIST
WOOD BEAM TO CONCRETE COLUMN
AT GAZEBO
EXISTING LIVING ROOM ROOF
FAM
74" PLYWOOD WITH 10d
RING SHANK 06" O.C.
// •
WOOD TRUSSES BY J
SPECIALTY ENGINEER
3 -20GA STRAPS EACH CONNECTED TO —
TRUSS WITH 8 -8d NAILS AND CONNECTED
TO CONCRETE WITH 10 - -e "O TAPCONS
WITH 1" MINIMUM EMBEDMENT.
WOOD SHIM CONNECTION BY
TRUSS SYSTEM
ENGINEER
�— EXISTING
CONCRETE BEAM
A,,;
CONNECTION TO EXISITNG WALL
TYPE 2
4x8 RAFTER
1 - % "Ox 12"
LAG SCREW
2x6 TONGUE
AND GROOVE
244"0 BOLTS 03 "O.C. 5" MINIMUM
EDGE DISTANCE TO EDGE OF MEMBER
3x8 COLLAR TIE
RAFTER AND COLLAR TIE CONNECTION
AT GAZEBO
WOOD TRU
PIGGY BACK TRUSS
" EXT. GRADE
PLYWOOD SHEATHING
NAILED TO TRUSSES
PIGGY BACK CONNECTION
SIMPSON MSTC 28 STRAP
WITH 36 -16d SINKERS
4x10 RIDGE
BEAM
Y'4 "0 THREADED RODS
4x8 RAFTER
STRAP —I
TOP CONNECTION
GAZEBO
:Y4" BOLT
NOTCH RIDGE
TO SPLICE
CITY OF SOUTH MIAMI
BUILDING EPT.
STRUCTURAL CTION
.PRO VED 13Y:
S3.02
ADDITOIV &
ALTERATION
TO
NATALIA &
FERNANDO'S
RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FL 33143
3 11 -03 -10 GENERAL REVISION
1 07 -29 -10 REVIEW COMMENTS
REV DATE DESCRIPTION
BLISS & NYITRAY, INC.
STRUCTURAL ENGINEERS
Certificate 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
BNI Project No.10M14
PATS
ASSOCIATES, P.A.
ARCHITECTS
500 SOUTH DIXIE HWY, SUITE 303
CORAL GABLES, FL, 33146 PH. (305) 665 -0641
MAY 19, 2010
JOHN E. JUNKIN AIt 006454
�G
1"x8" BRACE EACH
SIDE OF JOIST
WOOD BEAM TO CONCRETE COLUMN
AT GAZEBO
EXISTING LIVING ROOM ROOF
FAM
74" PLYWOOD WITH 10d
RING SHANK 06" O.C.
// •
WOOD TRUSSES BY J
SPECIALTY ENGINEER
3 -20GA STRAPS EACH CONNECTED TO —
TRUSS WITH 8 -8d NAILS AND CONNECTED
TO CONCRETE WITH 10 - -e "O TAPCONS
WITH 1" MINIMUM EMBEDMENT.
WOOD SHIM CONNECTION BY
TRUSS SYSTEM
ENGINEER
�— EXISTING
CONCRETE BEAM
A,,;
CONNECTION TO EXISITNG WALL
TYPE 2
4x8 RAFTER
1 - % "Ox 12"
LAG SCREW
2x6 TONGUE
AND GROOVE
244"0 BOLTS 03 "O.C. 5" MINIMUM
EDGE DISTANCE TO EDGE OF MEMBER
3x8 COLLAR TIE
RAFTER AND COLLAR TIE CONNECTION
AT GAZEBO
WOOD TRU
PIGGY BACK TRUSS
" EXT. GRADE
PLYWOOD SHEATHING
NAILED TO TRUSSES
PIGGY BACK CONNECTION
SIMPSON MSTC 28 STRAP
WITH 36 -16d SINKERS
4x10 RIDGE
BEAM
Y'4 "0 THREADED RODS
4x8 RAFTER
STRAP —I
TOP CONNECTION
GAZEBO
:Y4" BOLT
NOTCH RIDGE
TO SPLICE
CITY OF SOUTH MIAMI
BUILDING EPT.
STRUCTURAL CTION
.PRO VED 13Y:
S3.02
ADDITOIV &
ALTERATION
TO
NATALIA &
FERNANDO'S
RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FL 33143
3 11 -03 -10 GENERAL REVISION
1 07 -29 -10 REVIEW COMMENTS
REV DATE DESCRIPTION
BLISS & NYITRAY, INC.
STRUCTURAL ENGINEERS
Certificate 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
BNI Project No.10M14
PATS
ASSOCIATES, P.A.
ARCHITECTS
500 SOUTH DIXIE HWY, SUITE 303
CORAL GABLES, FL, 33146 PH. (305) 665 -0641
MAY 19, 2010
JOHN E. JUNKIN AIt 006454