05-41(2)-010COX PLYWOOD SEE ROOF SHEATHING
�TE FOR CONECTION
LANCHOR 2X6 BLOCKING TO BOTT.
CHORD 4 TOP CHORD W/3 -16d
NAILS ON EACH SIDE.
TYFICAL. "X" E
REFER TO ROOF PLAN FOR LOCA
ANCHOR 2 X 4 P.T. W/ HILT[ PINS * 12' OiC.
USE HC FULLY NAILED W/ 10d X IV2 LON5\
(TYP. FOR ALL OVERHANGS)
+10' -2'
T:O. TB -a�
CDX. PLYWOOD SEE SHEATHING
NOTE FOR CONNECTION
—FMFER TO SHEATMG NOTE
FOR CONNECTION
REFER TO "' °"
TB SEE SCHEDULE FOR
y SIZE 4 REII,1FORCING
_e SEE FOUNDATION NOTE
t.o. FOOTING
PLACE 3" BLOCK TO SUPPORT
ALL POOTIN6 STEEL
SECTION
SCALE: te2' ■ If - 0'
S' WALL SEE MASONRY
NOTE FOR Fi9R4ORCING
I'2'EXP. MATERIAL
CONCRETE SLAB I
FOUNDATION NOTE
PVIDE 4 ' CLEAN OUT
TOP OF FTG.
U,F-i SEE SCHEDULE FOR
SIZE 4 REINFORCING
NAIL PLYWOOD SHEATHING TO BLOCKING W /Bd NAILS 4'O.C.
PROVIDE BLOCKING 4 BRACING EVERY OTHER VALLEY
TRUSS AT MAX. SPACING OF 4' -0'OZL
---------------- --------
►_' W
PRE -FAB ROB
TRUSSES, SEE
SHOP DWG.
\fEPVIDE 16 X 16 VENT OPENING
FROM UPPER ROOF TO LOWER
3 -16d ROOF EVERT THIRD TRUSS
RT20 HURRICANE
STRAP FROM VALLEY TRUSSES
TO LOUDER TRUSS *MAX. SPACING
OF 6' -0' O.C. WITH 4 -16d NAILS
TOE NAIL VALLEY TRUSSES TO ROOF STRUCTURE
W12 -16d NAILS * ALL CONTACT POINTS M ADDITION
TO HURRICANE STRAP SHOWN.
PIG
AL.L.r=Y GONNB:-GTION I,E7)4
COX. PLYWOOQ
SHEATHING NOTE
s
iu
O
BEARING WALL
ROOF 5FEATHIN6
SEE ROOF FRAMING PLAN
O_1
4X2 BLOCKING FOR FIRST ROW
(DONOT BLOCK OPENING FOR
2X4 BLOCKING AT PLYWOOD
EDGES WITH 2 -16d NAILS
BLOCKING AT THE PATH of
FV1RD OVER THE SUPPORT
PRE -FAB ROOF TRUSSES • 24" O.G.
NAIL PLYWOOD TO ROOF TRUSSES AND BLOCKING
WITH 10d NAILS AS PER ROOF SHEATHING NOTE
8001= SHEATHING BLOCKING DETAIL
1,4'T x 61W x 4' BEND PLATE FULLY WELDED TO 4j' x -I-
FLAT PLATE ON TOP FABRICATE TO THE SLOPE or-
ROM TRUSSES WITH 1 -'4' THROUGH AND 2 -34'P x 10-
LONG ANCHOR BOLTS AS SHOM
;KNESS OF GIRDER TRUSS + Ii'
INSTALL W TOP PLATE t0
W- HETRY(SLOPE) OF ROOF
1Q' STIFFENER
C I RL:�r=R GONNEGTI ON n=-TAIL "All
6CALER 41' ■ 1' -D' MIK TWO hEMWR (MM • UPLIFT CAPAGIY)
CDX. PLYWOOD SEE SHEATHING
NOTE FOR CONNECTION
X
ROOF WOOD)
TFLL%ES * 24' =
VARIES
BOTT. OF TRUSS BRCx
ANCHOR 2x4 TO GABLE END
TRUSS W/2 -10d NAILS AT ALL
CONTACT POINTS
1=L.A7 GE I L. I NC TO \/AUL 7Et:) TRANS 1 TI ON
L7=-TAIL.
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LANCHOR 2X6 BLOCKING TO BOTT.
CHORD 4 TOP CHORD W/3 -16d
NAILS ON EACH SIDE.
TYFICAL. "X" E
REFER TO ROOF PLAN FOR LOCA
ANCHOR 2 X 4 P.T. W/ HILT[ PINS * 12' OiC.
USE HC FULLY NAILED W/ 10d X IV2 LON5\
(TYP. FOR ALL OVERHANGS)
+10' -2'
T:O. TB -a�
CDX. PLYWOOD SEE SHEATHING
NOTE FOR CONNECTION
—FMFER TO SHEATMG NOTE
FOR CONNECTION
REFER TO "' °"
TB SEE SCHEDULE FOR
y SIZE 4 REII,1FORCING
_e SEE FOUNDATION NOTE
t.o. FOOTING
PLACE 3" BLOCK TO SUPPORT
ALL POOTIN6 STEEL
SECTION
SCALE: te2' ■ If - 0'
S' WALL SEE MASONRY
NOTE FOR Fi9R4ORCING
I'2'EXP. MATERIAL
CONCRETE SLAB I
FOUNDATION NOTE
PVIDE 4 ' CLEAN OUT
TOP OF FTG.
U,F-i SEE SCHEDULE FOR
SIZE 4 REINFORCING
NAIL PLYWOOD SHEATHING TO BLOCKING W /Bd NAILS 4'O.C.
PROVIDE BLOCKING 4 BRACING EVERY OTHER VALLEY
TRUSS AT MAX. SPACING OF 4' -0'OZL
---------------- --------
►_' W
PRE -FAB ROB
TRUSSES, SEE
SHOP DWG.
\fEPVIDE 16 X 16 VENT OPENING
FROM UPPER ROOF TO LOWER
3 -16d ROOF EVERT THIRD TRUSS
RT20 HURRICANE
STRAP FROM VALLEY TRUSSES
TO LOUDER TRUSS *MAX. SPACING
OF 6' -0' O.C. WITH 4 -16d NAILS
TOE NAIL VALLEY TRUSSES TO ROOF STRUCTURE
W12 -16d NAILS * ALL CONTACT POINTS M ADDITION
TO HURRICANE STRAP SHOWN.
PIG
AL.L.r=Y GONNB:-GTION I,E7)4
COX. PLYWOOQ
SHEATHING NOTE
s
iu
O
BEARING WALL
ROOF 5FEATHIN6
SEE ROOF FRAMING PLAN
O_1
4X2 BLOCKING FOR FIRST ROW
(DONOT BLOCK OPENING FOR
2X4 BLOCKING AT PLYWOOD
EDGES WITH 2 -16d NAILS
BLOCKING AT THE PATH of
FV1RD OVER THE SUPPORT
PRE -FAB ROOF TRUSSES • 24" O.G.
NAIL PLYWOOD TO ROOF TRUSSES AND BLOCKING
WITH 10d NAILS AS PER ROOF SHEATHING NOTE
8001= SHEATHING BLOCKING DETAIL
1,4'T x 61W x 4' BEND PLATE FULLY WELDED TO 4j' x -I-
FLAT PLATE ON TOP FABRICATE TO THE SLOPE or-
ROM TRUSSES WITH 1 -'4' THROUGH AND 2 -34'P x 10-
LONG ANCHOR BOLTS AS SHOM
;KNESS OF GIRDER TRUSS + Ii'
INSTALL W TOP PLATE t0
W- HETRY(SLOPE) OF ROOF
1Q' STIFFENER
C I RL:�r=R GONNEGTI ON n=-TAIL "All
6CALER 41' ■ 1' -D' MIK TWO hEMWR (MM • UPLIFT CAPAGIY)
CDX. PLYWOOD SEE SHEATHING
NOTE FOR CONNECTION
X
ROOF WOOD)
TFLL%ES * 24' =
VARIES
BOTT. OF TRUSS BRCx
ANCHOR 2x4 TO GABLE END
TRUSS W/2 -10d NAILS AT ALL
CONTACT POINTS
1=L.A7 GE I L. I NC TO \/AUL 7Et:) TRANS 1 TI ON
L7=-TAIL.
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