13-12-007Lr)
PO
F2"X 12" WOOD JOISTS
U�
F to LUMBER NOTES:
\�-2 # 5T & B x 3' -0" DRILL 6" INT6 ALL LUMBER SHALL BE GIVEN A PRESERVATIVE TREATMENT IN
EXISTING TIE BEAM ACCORDANCE WHIT THE LATEST FEDERAL SPECIFICATION, THE
W/ HIL11 C 100 DOWELING MIX PRESERVATIVE AND THE MTHOD AND RESULT OF TREATMENT
SHALL BE SUITABLE FOR THE SPECIES OF WOOD SPECIFIED
NEWTO EXISTING TIE BEAM AND EXPOSURE CONDITIONS ANTICIPATED, ALL LUMBER SHALL BE
SOUTHERN PINE No,2 OR BETTER W/MIN, FLEXURAL ALLWABLE
* EK
CONNECTION DETAIL
STRESS Fb= 1000 PSI, MIN, SHEAR STRESS Fv= 90 PSI, MIN, MODULES
OF ELASTICITY E= 1,600,00 PSI,
N.T.S.
BEAM SCHEDULE STIRRUPS
Fdaleend&r
Faste.nor
to -
OR JSOEIsATT
Design
Loa
(Ibs)
Go CD
00 F,
CN r)
Uplift
rA 24
RZ
2259
08-0325.02
M
:�
r- -
(7)16d
1125
08-0236.11
EXP.08/21/13
(7)16d
443212'0.0 FIRST3'
BALANCE-@--48'
28
5/8" CDX
A,
1736
08-0821.02,
to LO
00 (D
PLYWOOD
0
DESIGN LOAD
WIND LOAD PA
Basic Wind Sp
Wind Importan
Building Categ
Wind Exposure
Internal Presst
Kd
Net Uplift Pre
GRAVITY LOADS
ROOF TRUSS F
Top Chord Liv
Top Chord Dei
Bottom Chord
Total Load (p,
CODES USES:
SEE PLAN. . v
PLYWOOD NAILING PLAN
NOT TO SCALE
CONNECTORS SCHEDULE
PLYWOOD
EDGE
8d RING SHANK @ 4"
NAIL BOTH
PANELS
LAP END TYP.
ption
Fdaleend&r
Faste.nor
to -
OR JSOEIsATT
Design
Loa
(Ibs)
Go CD
00 F,
CN r)
Uplift
rA 24
RZ
2259
08-0325.02
M
:�
r- -
(7)16d
1125
08-0236.11
EXP.08/21/13
(7)16d
to
28
5/8" CDX
A,
1736
08-0821.02,
to LO
00 (D
PLYWOOD
0
X
�2
8d RING Sl y"NiMl< w M1 m
"-.
W
-i
U-
0
NAILS @ 6 -0,C.
W
W
(/)
1..
C.0
0
7S
Q-
0
CONC. BEAM
Lj
>
C)
SEE PLAN
C.0
<
MINIMUM 2x8
N
co
3:
Uj
V)
2-16d NAILS
to
AT FACIA. TYP.
SEE PLAN. . v
PLYWOOD NAILING PLAN
NOT TO SCALE
CONNECTORS SCHEDULE
PLYWOOD
EDGE
8d RING SHANK @ 4"
NAIL BOTH
PANELS
LAP END TYP.
ption
Fdaleend&r
Faste.nor
to -
OR JSOEIsATT
Design
Loa
(Ibs)
Acceptance No.
Uplift
rA 24
(18)1 Od
(6)104
2259
08-0325.02
EXP.05/22/13
,--36
F oNWRAEYEO'
(7)16d
1125
08-0236.11
EXP.08/21/13
(7)16d
(7)16d
28
1(14)10d .1 1/2-1(7)10d
.1 1/2-
1736
08-0821.02,
EXP.01
ROOF FRAMING PLAN
SCALE bC -1'-0'
3 # 3 HOOPS 0 12" O.C.(TYP.)
2— # 5 CORNERS BARS, 30" EA LEG
# 3 HOOPS BALANCE 0 48" O.C.(TYP.)
8" CONC. BLK WALL & TIE BEAM
REVISIONS:
DATE: DECEMBER 11, 2012
SCALE: SHOWN
DATE DECEMBER T * C
SCALE: H(
C
DRAWN: MAV
DESIGN Y.
ESIGN BY: MAY
JO 0. 1
DETAIL 1-1/2 JOB NO: 12-12/87
TIE BM. CORNER DETAIL
S-2
ROOF PLAN,
F
NOTES &
DETAUS
C,e)
�
r
0
( y)
LL
Ce)
Z
U-
0
W
z
C)
W
0
W
W
(/)
1..
C.0
0
3:
Q-
0
C)
C.0
LO
REVISIONS:
DATE: DECEMBER 11, 2012
SCALE: SHOWN
DATE DECEMBER T * C
SCALE: H(
C
DRAWN: MAV
DESIGN Y.
ESIGN BY: MAY
JO 0. 1
DETAIL 1-1/2 JOB NO: 12-12/87
TIE BM. CORNER DETAIL
S-2
ROOF PLAN,
F
NOTES &
DETAUS