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NOTE: BLOCK ALL SHEATHING 2X4 BLOCKING BETWEEN
EDGES AT SHEAR WALLS. NAIL TR -2 TRUSSES AT
W/ IOd AT 12" O.C. AT 48" O.C.
INTERMEDIATE SUPPORTS.
STAGGER SHEATHING ON OPPOSITE
SIDE OF SHEAR WALL SO
VERTICAL JOINTS DO NOT
ALIGN AT A COMMON STUD. /
D
_6 (3) -2X6 CONT. STRUT AT ROOF
SHEATHING. STAGGER SPLICES. NAIL
SHEATHING TO STRUT W/ 10d AT 4" O.C.
2X6'S AT 16" O.C. W/ WALL SHEATHING
EACH SIDE. NAIL SHEATHING TO STUDS
W/ 10d AT 4" O.C. AT EDGES.
(2) -2X6 SILL PLATE W/ 5/8'0
X 15' ANCHOR BOLTS AT 16" O.C.
AT SHEAR WALL "A"
SEE L /3-2.
U
AT SHEAR WALL "B ".
S -3
SEE M/S -2.
" =1'
AT SHEAR WALL "C ". K
P
SEE N /S -2 OPP. -
AT SHEAR WALL "D"
SEE N /S -2 S1M.
SHEAR WALL ELEVATION
ROOF SHEATHING W/
10d NAILS AT 4" O.C.
INTO TRUSS BLOCKING.
SCALE: 1/8 " =1' -0"
SECTION (4)- SIMPSON A34 OR f ELEVATION
EQUAL AT EACH
TRUSS BLOCKING
TRUSS BLOCKING-AT TR -1
SCALE: 3/4 " =1' -0"
ROOF SHEATHING W/ 10d
NAILS AT 4" O.C. INTO
TRUSS BLOCKING.
ELEVATION
PRE- FABRICATED TRUSS --1
BLOCKING AT 48" O.C.
SHAPE TOP TO MATCH ROOF
SLOPE. ALL MEMBERS OF
TRUSS BLOCKING ARE 2X4'S.
TR -2 AT 24" O.C.
TR -1 AT 24- O.C.
ELEVATION
\- 116' -1'
SIMPSON A3S OR EQUAL
-
3 1/2' --- FRAMING ANCHORS. NAIL
TO WALL PLATE AND TRUSS.
S -3
A -6
ROOF SHEATHING W/
10d NAILS AT 4" 0.
INTO 2X4 BLOCKING.
2X4 BLOCKING (LAIC
FLAT) AT 48" O.C.
SIMPSON 22 CLIP OF
EQUAL AT EACH END
OF BLOCKING.
2X6 BLOCKING AT 4E
0. C. NAIL TO TOP
PLATE W/ (2) 10d
AT 8" O.C.
-2X6 bE1WtEi1 STUD;
WHEVEpi - T%OSSE5 Ou
NOT DEAAM DiFeCTLY
AWb t 57UO S - 2 A35
ff'AWAG ANC1•IOAS EACH
K
CS -3 S -7
S -8 A -6
ROOF SHEATHING W/ I"'
NAILS AT 4" O.C. I�
2X4 BLOCKING.
2X4 BLOCKING (LAID
I \ I
FLAT) AT 48" O.C. 1
SIMPSON Z2 CLIP OR
i EQUAL AT EACH END
BLOCKING.
� I
TIT
2X6 BLOCKING AT 48'
0. C. NA 1 L TO TOP PL
4--- _ _ _ W/ t 21- l Od AT 8" 0.
A
ELEVATION
TRUSS BLOCKING AT TR -2
SCALE: 3/4 " =1' -0"
SFE- _1yOTE _ DCTAIL _ G
S -3 S -8
A-6 A -13
SECTION
SECTION ,
NAIL SHEATHING TO EACH
2X6 AT SHEAR WALL
EDGES AND TO EACH TOP
AND BOTTOM PLATE W/
10d NAILS AT 4" O.C.
PENETRATIONS THRU
SHEAR WALL BY MECH-
ANICAL DUCT. SEE
H /S -6 FOR TYPCIAL
FRAMING. SEE MECH-
ANICAL DRAWINGS FOR
SIZE AND ELEVATION
OF DUCT AT EACH
SHEAR WALL.
AT SHEAR WALL "A"
& "D ". SEE L /S -2.
AT SHEAR WALL 'B"
b "C ". SEE M /S -2.
SHAPED It
ON TOP OF
TA-3'S.
TOP CHORD
OF (3)- TR -3'S
AT HIP.
(2) -16d NAILS
AT EACH TRUSS.
2X6 BLOCKING
BETWEEN TRUSSES.
1/2 "0 BOLTS AT 34 "(1)
0. C. AT TOP CHORD
TR -IA THRU TR -lE.
NOTE: FOR DETAIL
TTOM CHORD
OF TR -3'S. SEE G /S -6-
DETAIL 5-3
SCALE: 3/4 " -1' -0" D S -8
BOTTOM CHORD
OF (3)- TR -3'S
AT HIP.
1
SIMPSON LSU210 X 45'L/
LSU210 X 45'R SKEWED
HANGERS OR EQUAL.
1/2 "0 BOLTS AT
34"(±) O.C. AT
BOTTOM CHORD.
TR -IA THRU TR -lE.
NOTE: FOR DETAIL
AT TOP CHORD OF
TR -3' S. SEE D /S -6.
DETAIL
S -3
SCALE: 3/4
" =1'
-0"
S-8
ROOF SHEATHING
2X6 RIDGE BLOCKING.
SIMPSON MST27 OR EQUAL
W/ (15) -16d NAILS EACH
END
(3) -2X6 CONT. STRUT AT
ROOF SHEATHING. NAIL
SHEATHING TO STRUT W/
10d AT 4" O.C.-STAGGER
SPLICE. NAIL EACH 2X6
TO THE ADJACENT 2X6 W/
IOd NAILS AT 8" O.C.
2X4 BLOCKING BETWEEN
TRUSSES AT 48' O.C.
DETAIL
SCALE: 3/4" -1' -0' E
2X6 AT 16" O.C.
STUD WALL.
2X6
WALL SHEATHING ON EACH
SIDE OF SHEAR WALL•
NAIL SHEATHING AT EDGES
AROUND OPENING WITH
IOd AT 4" O.C. -- --
OPENING FOR MECH.
DUCT. SEE MECH. DWGS.
FOR SIZE a ELEVATION.
2X6
ELEVATION 5EC)1oN
NOTE: SEE MECH.
WGS. FOR DUCT
LOCATION.
DETAIL A -14
SCALE: 3/4 " =1' -0'
2X8 AT 16" O.C.
STUD WALL.
2X8 PLATE
(2)- 2X10'S
2X8 PLATE
OPENING FOR MECH.
DUCT. SEE MECH. DWGS.
FOR SIZE & ELEVATION. -
2X8 PLATE
(2) -2XB'S
ELEVATION
NOTE: SEE MECH.
W FOR DUCT
LOCATION.
DETAIL S -3
SCALE: 3/4 " =1' -0" A -14
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