13-452-087B U =594#
3 ROWS OF 2X4 S_5 > (CN -1)
WD. BLOCKING R= 880#
C
S -6
N
II I I I it I I I I I I I
2X4 HORIZONTAL BR
W
ali� I I I III 1 1 1 1 1 1 1a =1
c�
0
LU
iF
LU
II °
II
UJ
<
LEGEND
LO
J 2035#
— - - — - - — WOOD TRUSSES OR RAFTERS SPACED AS SHOWN
C _ —1 CONC. BEAM OR TIE -BEAM, AS NOTED ON PLAN
L —� PREF. WOOD TRU55E5 @ 24" O.C.
X_ — — _X 2 "x4" CONT. PERM. HORIZONTAL BRACING W /(3) I Gd NAIL5
@ E.A. TRUSS @ 8' -0" (MAX). PROVIDE GROSS BRACING AS
SHOWN: AT EA. END ROW OF HORIZONTAL BRACING * AT
EA. END OF THE BUILDING.
DENOTES NEW COLUMN BELOW.
2 "X 4" WOOD BLOCKING BETWEEN TRUSSES W 12 -1 Gd
NAILS AT EA. END PLYWOOD 5HEATING NAILED W 1106
NAILS AT 4" O.C.
— — — WOOD LEDGER
18"
BOLTS DISTRIBUTION ON LEDGER
EXIST. TB( +8' -4")
(CN -2) < U= 1039#
R= 1540#
2X4
NET UPLIFT= 37. I P5F
5/8" PLYWOOD 5HEATING
W/ I Od NAILS @ 4" O.C. C")
III I i
w �
kill,
�I-
CONT.
IQ�I I I I I z
2X4 HO IZONTAL GONT. BRA ING
(CN- I ) < U= 445#
R= 660#
ROOF FRAMING PLAN
\\ �� SCALE 1/4" = 1' -0"
U
O
N
(CN-3' <U= 1172#
R =2035#
1� 1
D
S -6
U= 594# \ (CN -1) 8" CONC. WALL
R= 880 # / A (SEE SECT A/5 -5)
F3 Rows of 2x4 S -5
WD. BLOCKING U= 1335#
�R= 1980# (CN -4)
XI$T. TB( +8'r4�
LLB
R= 18 00# %