11-358-012_ RING
WALLS ( TYPICAL).
,a BEARING C
(SAME THICKNESS AS CEILING FINSH. INTERIOR ) FINISH MATERIAL
SITE INSTALL 3/8 LAG SCREWS
CEILING: 5/8 n GYPSUM CEILING ' Sl "AGGERED FROM SIDE TO SIDE
G INSTALLED PER MANUFAC, PURE= S
S
: 16" O.C. MAX LAG SCREWS MUST SPECIFICATIONS. (KNOCKDOWN @ FASTEN RIDGE BEAM TO TRUSS ( O KDOWN FINISH)
1,314" MIN INTO ADJACENT MODULE WITH NO LESS THAN (8) 15 GA. STAPLES
6 U RI DGEB O n
� SQUARE FEET NET FREE AREA EAM R TRUSS WITH 1 PENETRATION INTO TRUSS ��
OF ATTIC VENTILATION TO BE PROVIDED,
KING POST OR EQUVILAN7 FASTENING.
WALL. 1/2 V.C.G.
:., ', '
BY GABLE VENTS INSTALLED PER MANUFACTURE'S Sf ECFICAT.UNS. _
FLOOR: BY OTHERS PER SPECS
ARCHITECTURAL SHINGLES A B C CLASIFICATION
TRUSS
MFG. BY UNIVERSAL FOREST PRODUCTS
OVER 16
R / APA RATED OSB SHEATHING. ,
TRUSS DRAWING
MIN. EXP- 3
RAWIN NO. M213202
1, 2/16. SEE ROOF SHEATHING DETAIL
0
cLL
aW
J�
M
NOTE:
O NO
—
„ENV
ao
aa O'
Q
INSTALL CON TINUOUS 2 1/2 WIDE PLYWOOD
RETURN AIR DUCT
_
Q
I
.BEARINGS TRIP OVER THE TOP PLATE AT ALL
ao co m
_ RING
WALLS ( TYPICAL).
,a BEARING C
(SAME THICKNESS AS CEILING FINSH. INTERIOR ) FINISH MATERIAL
SITE INSTALL 3/8 LAG SCREWS
CEILING: 5/8 n GYPSUM CEILING ' Sl "AGGERED FROM SIDE TO SIDE
G INSTALLED PER MANUFAC, PURE= S
S
: 16" O.C. MAX LAG SCREWS MUST SPECIFICATIONS. (KNOCKDOWN @ FASTEN RIDGE BEAM TO TRUSS ( O KDOWN FINISH)
1,314" MIN INTO ADJACENT MODULE WITH NO LESS THAN (8) 15 GA. STAPLES
6 U RI DGEB O n
� SQUARE FEET NET FREE AREA EAM R TRUSS WITH 1 PENETRATION INTO TRUSS ��
OF ATTIC VENTILATION TO BE PROVIDED,
KING POST OR EQUVILAN7 FASTENING.
WALL. 1/2 V.C.G.
:., ', '
BY GABLE VENTS INSTALLED PER MANUFACTURE'S Sf ECFICAT.UNS. _
FLOOR: BY OTHERS PER SPECS
ARCHITECTURAL SHINGLES A B C CLASIFICATION
TRUSS
MFG. BY UNIVERSAL FOREST PRODUCTS
OVER 16
R / APA RATED OSB SHEATHING. ,
TRUSS DRAWING
MIN. EXP- 3
RAWIN NO. M213202
1, 2/16. SEE ROOF SHEATHING DETAIL
INIMUM OVER 2 NOMINAL LUMBER OF OF THE
UNIT A MATE IINF WAI I STI Ir1C I WIT °R° . .
Q
0
cLL
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SEE E HVAC PLAN FOR
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„ENV
ao
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00 If?
RETURN AIR DUCT
8
Q
co co Q
1X6
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SPECIFICATIONS AND
L�.
C
MECHANICAL C L NOTES
i
—�
FOR CEILING DUCT
4
SPECIFICATIONS.
6" OVERHANG NOT SHOWN
'RIM MEMBER 1x3 SYP #3
SEE APPROVED PACKAGE FOR CEILING
TO WALL FASTING REQUIREMENTS.
110 -10 .r ,
CONNECT EACH TRUSS WITH SIMPSON
EXTERIOR WALL FINISH: HARDIPANEL STUCCO EMBOSSED SIDING
U
H 10 HURRICANE TIE FASTENED WITH 8d R-30 ROOF INSULATION
X 1-1/2" NAILS 8 T
NAILS, INTO TRUSS, & 8 INTO TOP
5/8" G.W.B. CEILI NG �/
PLATE • AND INSTALL 26 GA. X 1.1/2" STEEL
' TEL
DOUBLE TOP PLATE 2X4
LIS ED @ n
: T TRUSSES 24 O.C. MAX.
STRAP FROM TOP PLATE TO WALL STUD AT
SIPF #2.
26 GA. X 1 1/2 STEEL STRAP FROM WALL
"
LISTED ROOF TRUSS DESIGN LOADS:
16" O.C. FASTENED WITH 6 14GA
O . X 1
STUD TO FLOOR JOIST
T AT OPENING STUDS
LIVE LOAD " .
20 PSF TOP CHORD
STAPLES PER STRAP END TYPICAL SIDEWALLS ,-
( )
:
" n
AND 16 O.C. WITH 7- 16 GA. X 1 STAPLES
DEAD LOAD 10 PSF TOP CHORD
F
PER STRAP END. (TYPICAL SIDEWALLS &
DEAD LOAD 10 PSF BOTTOM CHORD
WINDOW HEADER, SEE SPAN CHART
FOR SPECS.
ENDWALLS) INSTALL DOUBLE STRAPPING
XTERIOR WALL STRUCTURAL BRACING
AT EACH D
H EN CORNER.
SIDEWALLS:
TYP. WINDOW, SEE SHEET #2 FOR
SEE FI O OR PLAN FOR MATE
L IN E V/ALL LOCATIONS.
BRACING INSTALLATION:
STRUCTURAL RAL SHEATHING SHALL CONSIST OF A
SPECS. .
4 MINIMUM WDIT H SHEET EXTENDING
CONTINUOUSLY FROM TOP TO BOTTOM PLATE
fill
WITH ALL SHEATHING EDGES EXTENING 3/4"
M n
INIMUM OVER 2 NOMINAL LUMBER OF OF THE
UNIT A MATE IINF WAI I STI Ir1C I WIT °R° . .
Q
0
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Q)
L p
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O NO
O
V d
„ENV
ao
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Q
00 If?
tY
8
Q
co co Q
1X6
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INIMUM OVER 2 NOMINAL LUMBER OF OF THE
UNIT A MATE IINF WAI I STI Ir1C I WIT °R° . .
Q
AS EX ERIOR WALL FRAMING.
1/8" V 1
VINYL COMPOSITE BLOCK _
BRACING TILE MATERIAL.
SITE ITE INSTALLED O S D. 3
N 14 T &G
" —
2 X 4 SPF #2 BOTT " W
OM PLATE R 19 FLOOR INSU _ ,
TION PLYWOOD EXP. -1, 24 O.C. ECKING ON
5/8 CDX PLYWOOD EXP 1 24/0 FASTENED WITH 7/16
2x6 SYP #2 FLO OR JOIST 1/2"X O.C. BOTTO M PLATE 2X4 SPF #2 X 1 16 GA. STAPLES
3 "
O.C. EDGES 6 O.C. FIELD.
0. �
1 L
LG.
0
cLL
aW
J�
W
z
❑
0-
°
z
❑
O~
Z
°
0
2X10
8
AS EX ERIOR WALL FRAMING.
1/8" V 1
VINYL COMPOSITE BLOCK _
BRACING TILE MATERIAL.
SITE ITE INSTALLED O S D. 3
N 14 T &G
" —
2 X 4 SPF #2 BOTT " W
OM PLATE R 19 FLOOR INSU _ ,
TION PLYWOOD EXP. -1, 24 O.C. ECKING ON
5/8 CDX PLYWOOD EXP 1 24/0 FASTENED WITH 7/16
2x6 SYP #2 FLO OR JOIST 1/2"X O.C. BOTTO M PLATE 2X4 SPF #2 X 1 16 GA. STAPLES
3 "
O.C. EDGES 6 O.C. FIELD.
0. �
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LG.
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° .
<W
aW
J�
11' 4' MAX. MODULE WIDTH
aLL
STAPLES
PEPR RAIL
U)
°
z
❑
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_
z o
NYM
2X10
8
c"11
cy)
1X6
6
Q
L�.
C
i
O
4
v( /-r 1 L I Wl /v4/ G/� I GI`IL/IIVC3 FULL Mr—Ki" I Hlvv
WIDTH OF OVERHANG.
(3) -18 GA x 7116° x 1 -1/2" STAPLES EACH ENE)
2x4 FIRE STOP SEE FLOOR P AN FOR
BLOCKING BETWEEN ACTUAL OVE NAND LENGTH
ALL STUDS AT
CEILING LINE
2x4 SYP 02 STUDS a 16" O.C.
RAIL. AND RAIL FASTENING CHART
WINE)
SPEED
(EXP. C)
5 -8 II MAX. MODULE L. UIDTN
13'-8" MAX. MODULE WIDTH
11' 4' MAX. MODULE WIDTH
MININUM
RAIL SIZE
STAPLES
PEPR RAIL
MININUM
RAIL SIZE
STAPLES
PER RAIL
MININUM
RAIL SIZE
STAPLES
PER RAIL
146 MPH
2X10
8
2X8
1
1X6
6
E LOCATED OPPOSITE OUTRIGGERS. �;�� . ;,..: > _ ..,., :ua �,;�;�, ._- .., �. w_ „•�.� '
ASS O
H WN
)
FRAME DETAIL
SCALE: NOT TO SCALE
kW,
DATE. DATE. 04/05/2011
REVISION
DRAWN:
R.C.S.
�U wr TMIUn i. NU /- MUUULAN FLANS UtSIUN, GU.
9