11-532-013m
I
2X6 WOOD BLOCKING W/
(3) 16d TOE NAILS TO EA, END
CONCRETE BEAM
'EXIST. CONC, BEAM
EXIST, WOOD, BEAM
5/8" PLYWOOD SHEATHING (EXPOSURE 1)
WITH 8d RING SHANK NAILS @4" O.C-
AT FIELD, EDGES & PERIMETER
LTS20 BY SIMPSON W/
12 -10d 1 1/2" NAILS
TYPICAL
;/a " PLYWOOD SHEATHING (EXPOSURE 1)
SEE ROOF PLYWOOD SHEATHING NAILING SCHEDULE
u
'' VERIFY ON FIELD
SHIM AS REQUIRED AND
FASTEN WOOD PLATE W/
(2)16d COMMON NAILS Ca) S "O,C
TO EXISTING TIE SEAL
EXISTING MASONRY WALL BEYOND
WOOD TRUSS & GIRDER CONNECTOR SCHEDULE
ALLOWABLE LOAD VALUES
(FOR ONE CONN}
LABEL
CONNECTOR
PARALLEL
& QUANTITY FASTENERS
REMARKS
CONNECTOR
TYPE
TO WALL
[ERPENDICULARSIZE
TO WALL
UPLIFT
LAT,
LAT.
LOAF?
LOAD
-,
HETAL12 BY 'SIMPSON"
(10) -10d x 1 112" NAILS TO TRUSS
FL 11473.5
1085 LBS
415 LBS
1100 LBS
(5 NAILS INTO THE TRUSS SEAT OF THE HETAt)
(
DETAL20 BY 'SIMPSON`
(6) -10d x 1 112° NAILS IN TRUSS SEAT
tG P
FL 11473,1
2454 LBS
2000 LBS
1545 LBS
(6) -10d x 1 112° NAILS INTO EACH STRAP TO TRUSS
�1473 BX °SM ?SON"
(14 )-10d z 1 1/2° NAILS TO GRDER TRUSS
1B1O LBS
415 LBS
1t0p LBS
(S NAILS INTO THE TRUSS SEAT OF THE HETAL)
HU38 BY "SIMPSON"
(10) -16d NAILS TOW BEAM AND
FL 10655.43
575 LBS
(4) -10d X 1 1/2 NAILS TO OUTLOOKER
c`6
MTSM16 BY 'SIMPSON'
(7)104 NAILS TO RAFTER AND
�f
FL 11473.20
8 75 LBS
265 LBS
385 LBS
(4) 1/4 x 2 1/4` TITEN SCREW TB TIE BEAM
(c Y
LSU26 BY 'SIMPSON'
(5)10,-4 X 1 112 NAILS TO RAFTER AND
SKEWED HANGER
FL 10447.14
535 LBS
_
_
(6) i0d NAILS TO LEDGER
2X6 WOOD STUD W/
(6) 10d
NAILS TO RAFTER ABOVE AND
2 —LTS20
W/
12 -10d
1 1/2" NAILS TO WOOD PLATE
2X6 WOOD BLOCKING W/
(3) 16d TOE NAILS TO EA, END
CONCRETE BEAM
'EXIST. CONC, BEAM
EXIST, WOOD, BEAM
5/8" PLYWOOD SHEATHING (EXPOSURE 1)
WITH 8d RING SHANK NAILS @4" O.C-
AT FIELD, EDGES & PERIMETER
LTS20 BY SIMPSON W/
12 -10d 1 1/2" NAILS
TYPICAL
;/a " PLYWOOD SHEATHING (EXPOSURE 1)
SEE ROOF PLYWOOD SHEATHING NAILING SCHEDULE
u
'' VERIFY ON FIELD
SHIM AS REQUIRED AND
FASTEN WOOD PLATE W/
(2)16d COMMON NAILS Ca) S "O,C
TO EXISTING TIE SEAL
EXISTING MASONRY WALL BEYOND