10-558-018TRUSS 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
• •
F-o.0
PB
NOTE 2
•' '
-K °v v
SHEATHING
04 "O.C. INTO NAILER AND
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-1 1470.9
1� TRUSS CONNECTION SCHEDULE
2x6 CONT.
NAILER WITH % "0 W.A.
•
iii••
WITH 4" EMBEDMENT 012 "O.C.
vo
2x6 OUTRIGGER
•i• u •
024 "O.C. TOENAIL
• u
Y
V U
TO NAILER
u
• ! :�
,,,
biGiu
�, a �, 4
_"
o�C
•
• •
F-o.0
NEW PLYWOOD
Ll Od RING SHANK NAILS
•' '
-K °v v
SHEATHING
04 "O.C. INTO NAILER AND
INTO OUTRIGGER, T&B.
O' �.
4
GABLE END
Y" PLYWOOD WITH 10d
RING SHANK 06" O.C.
EMBEDED STRAP SIMPSON HETAL -16
OR EQUIVALENT WITH 14 -10d x1Y2"
NAILS TO STRAP
4, •� 6 -10d NAILS THRU TRUSS
WOOD TRUSSES 024" O.C.
BY SPECIALTY ENGINEER SEAT
•
TYPE 1 — EMBEDED HETAL STRAP
INSTALL MIN.
6 -10d TO FACE
r�
TRUSS CONNECTION TO TOP OF WALL K3N TRUSS CONNECTION EXISTING
TYPE 1 TYPE 2 SCALE: N.T.S.
PROVIDE A 3 "0
WASHER AND
NUT
M
L 2x6 TONGUE
°NO TCH BEAM AND GROOVE
TO
PvnvinE
4x12 WOOD SPLICE 4x12 WOOD
4x8 RAFTER 2 — % "O BOLTS 03 "O.C. 5" MINIMUM
BEAM �.: DRILL A Mac" HOLE -- EDGE DISTANCE TO EDGE OF MEMBER
x •;
�, ... AND SETA 1"0
N THREADED ROD IN
2 #5 ' : HILTI HIT —HY 150 1- % "Ox12" 3x8 COLLAR TIE
TO MATCH EPDXY. 7" MINIMUM LAG SCREW
VERTICAL EMBEDMENT
REINFORCEMENT AJ CONCRETE COLUMN,
SEE 9/S3.01 FOR
REINFORCEMENT
r
6 WOOD BEAM TO CONCRETE COLUMN 7 RAFTER AND COLLAR TIE CONNECTION
AT GAZEBO AT GAZEBO
12 GAGE GIRDER TIE DOWN SIMPSON
MGT WITH 22- 10dx1Y2" NAILS TO
STRAP AND 1 —% "EPDXY ANCHOR WITH
12" MIN EMBEDMENT TO EXISTING CMU.
20GA TENSION TIE
WITH 8 -10d SCREWS
TO EACH JOIST
y
3 — %" A307 CARRIAGE — rt
BOLTS 03 "O.C. MIN.
3" EDGE DISTANCE
1 "xi" BRACE EACH
SIDE OF JOIST
I
Al
1.,eimm �oiuuiu.�h����� asi mnniim � "m'per ,u` � mwuuiingiillp �'0�m 111bw Mi�ipmmniMMiu pimimmmm�n� � �e wn� ��miiHmi waiq -
"' 9 EXISTING LIVING ROOM ROOF
� �u
z
i
,......... n � �winmmi i Mwmmn - eeu. i n umiv, M.mim�nN^ - '�rr°�: = �ainM �MMiieimmieim� r imiu"���
CONNECTION BY
TRUSS SYSTEM
ENGINEER
PIGGY BACK TRUSS
EXT. GRADE
PLYWOOD SHEATHING
NAILED TO TRUSSES
II
1�
WOOD TRUSS �'-�
�� PIGGY BACK CONNECTION
SIMPSON MSTC 28 STRAP ►
WITH 36 -16d SINKERS4 "f THREADED RODS
48 RAFTER
4x10 RIDGE STRAP
BEAM
Y4" BOLT
NOTCH RIDGE
TO SPLICE
TOP CONNECTION
GAZEBO
CITY OF SOU T H MIWT
BUILDING DEPT.
ilTRUCT ,11 '. SECTION
i••i ••u �y.
•
•
iii••
•••
vo
•i• u •
• u
Y
V U
• • •
u
4
•
biGiu
�, a �, 4
4
•
•
• •
A-111D I T 0 N
ALTETdA'LION "L ,
TO
NAT�i�.Ih &
''NERNANDO'S
RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FI, 33143
I
f
,
1
W
�10
1 07 -29 -10 REVIEW COMMENTS
REV DATE DESCRIPTION
. r
BLISS & WITRAY, INC.
STRUCTURAL ENGINEERS
Certificate of Authorization No. CA 674
800 Douglas Road, Suite 300
Coral Gables Florida, 33134
Tel. (30,�) 442 -7086 Fax ( 305) 442 -7092
www.bniengineers.com
Paul A. Zilio, P.E. Fla. Reg. No. 47013
SNl Project No.10M14
E3.0
ASSOCIATES, P.A.
ARCHITE CTS
500 SOUTH DIXIE HWY, SUITE 303
CORAL GABLES, FL, 33146 PH. (305) 665 -0641
MAY 19, 2010
JOHN E. JUNKIN AR 0064541
1