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BEYOND BASEMENT WALL
BELQW GARAGE FOOTING
T.O.FLOOR
T.O.WALL
TYP. WALL BETWEEN GARAGE/UN1T
SEE DETAIL: 4(o /D -2
TYP. 1ST FLOOR CONSTRUCTION
SEE DETAIL: 32/D -1
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TYP. EXT. WALL uJ/BRICK VENEER
SEE DTL: 44/D -1 (MINUS INSUL.) 12, , 8- ROOF/CEILING — F
,� --�,� TYP. ROOF /CE IL INCs CONST. �"<'. GO_NST.
2x4 '?E BOLT TO C It SEE DETAIL: 26/D -1 SEE DETAIL: 2(o/D -1
CHANNEL � �
WI/s' DIA. BOLTS AT 4' -0-. O.C.
C1240.1 STEEL CHANNEL i it
Z- 4x4x1/4 STEEL ANGLE SHOP-
/ WELD TO CHANNEL
BOLT CHANNEL TO CAP III W/
. C2) ��z' DIA. BOLTS •
3' DIA. (311/2' O.D.) STD. STEEL
PIPE COL. W /8"x3 iz "x /z' CAP
SHOP - WELDED TO PIPE COL.
OrmtA I L: BRICK LINTEL AT '16' GARAGE DOOR
SCALE: I'= V-0'
it TYP. SILL_ III AT BSMT. FOUND. .
NOTE:
SEE DETAIL: 42/D -1
(2)A DIMENSION 'A' SHALL NOT
ir>
EXCEED 2' -0'
8' C. 1.U. FOUND. WALL
AT GARAGE °', ° p I TYPICAL FOOTING REINF.
p '
04 BARS HORIZ. 4 VERT,
8' CONCRETE FOUND. WALL
D p p
j W /4' DEEP POCKET TO SUPPORT
GARAGE FOOTING p p tfJ
Q
' PROVIDE (4) •4 BARS IN BOTTOM
OF GARAGE FOOTING FOR
LENGTH OF 10' MIN.
TYPICAL GARAGE FOOTING
AT BASEMENT COND: 8'x16' CONT.
CONCRETE FOOTING
BRIDGING GARAGE FOOTING TO i3ASEMENT WALL ��tA (�.= TYPICAL STEPPED CONCRETE FOOTING
SCALE:
TYP EXT WALL W /BRICK VENEER TYP. EXT. WALL CONSTRUCTIC
I SEE DETAIL: 44/D -1
F71
TYP. 1ST FLOOR CONSTRUCTION
SEE DETAIL: 4(o/D -1
NOTE: OFFSET FACE OF STUD
1/2' FROM FACE OF FND. WALL
TYP. 1ST FLOOR CONSTRUCTION
cfJ
1 TYP. RAKE CONSTRUCTION 1 TYP. RAKE CONSTRUCT ION
� -1x2 WOOD SHINGLE MOLD
-1x2 WOOD SHINGLE MOLD
A. -1x6 WOOD RAKE ��� , -1x6 WOOD RAKE
-CONT. 2x NAILER W/2x `� ' -CONT. 2x NAILER W/2x
BLOCKING: AT 16' O.G. MAX. BLOCKING AT 16" O.G. MAX.
-CONT. 2x WOOD NAILER W/ -3/8' PLYWOOD SOFFIT
2x WD. BLOCKING AT 16' O.G.
-1x4 SUB -RAKE Z
-1x4 SUB -RAKE oo
Q w
T.O.P. JkTOf.. l0000lo 1 �".1
GABLE END TRUSS C=ABLE END TRUSS • E"♦ Z
CONT. 2x4 WOOD NAILER a H
CONT. 2x4 WOOD NAILER � .
z A a
Z 0
TYP. EXT. WALL W/BRICK VENEER TYP. EXTERIOR WALL CONSTR.v w
SEE DETAIL:44/D -1 SEE DETAIL: 4(o/D -1 P4 a ,,�� A
A �
Z w
DETAIL: TYPICAL RAKE CONSTRUCTION mrmtA I L: TYPICAL RAKE CONSTRUCTION H
SCALE: I'm V -0'
TYP. ROOF /CEIL. CONST.
T.OFLOOR SEE DETAIL: 32/D -1 T.O.FLOOiR '-3/4" T4G PLYWOOD SUBFL OOR T.O.F.
(CLUED 4 NAILED)
-2x10 FLOOR JOISTS AS
\� <* NOTED ON FRAMING PLANS 0
NOTE: OFFSET FACE OF STUD ( -R -13 GATT INSUL. AT PERIMETER
I
9i
CIO
ALL 1/2' FROM FACE OF FND. WALL T.O.WALL
- I II' p
TYP. SILL IE AT 5500"1 r-OUND. ap ? M TYP. SILL P AT BSMT. FOUND.
SEE DETAIL: 32/D FIN. GRADE °'ii • 2x�o P.T. SILL fE W /SILL SEAL
FIN. GRADE lip p ANCHORED ORED W/ ' ' m GALV.
BOLTS AT 6' -0" O.G. 12' MIN.
j ° p FROM fE ENDS 8' IMBEDDED
9 ' OR 12' CONCRETE FND- WALL
I
(SEE PLANS) V GONG. FOUNDATION WALL
OR 8' W/DAMP PROOFING TO GRADE W /DAMP PROOFING TO GRADE
SCALE: I'= V-0'
TYP. EXT. WALL W/BRICK VENEER
SEE DETAIL: 44/D -1
TYP. 2ND FLOOR CONSTRUCTION
SEE DETAIL: 361D -1
R -13 BATT INSUL. AT PERIMETER
CONT. 2x4 WOOD NAILER
12
3EE
=LEV.�
SCALE: 1' =1' -0'
T'YP. ROOF /CEIL. CONST.
• FIBER3LA55 SHINGLES
• 15• BUILDING FELT
• 1/2' EXT. GRADE PLYWOOD
W /CLIPS (GLUED 4 NAILED)
• WD ROOF TRUSSES 6 24'
O.G. (MAX) DESIGN BY MFR.
• R -38 BATT INSULATION
W/ EAVE BAFFLE
'/z' G.WB
i I �
T.O.P.
TYPICAL SOFFIT CONSTRUCTION
• 1X6 FASCIA BOARD
• 2x4 OUTLOOKERS AT 24' O.G.
��\ 1 n 3/8' PL YWOOD,150FF I T W/
uiiu CONT. 2' SCREENED VENT
' 1x4 FRIEZE BOARD
` rr
HEADER AT WINDOW
TYP. EXT. WALL CONSTRUCTION
SEE DETAIL: 4(o/D -1
i L: TYPICAL SOFFIT CONSTRUCTION
T.OF.
0
T.O.P.
10
A
w
P.M. :GEORGE J. GUZZIE
SEE DETAIL: 26 /D -1
Ems'
NO.:20-
12
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SEE
ELEV.�
Em
W3
_
1/2" FROM FACE OF FND. WALL
i
TYP, FASCIA W /BRICK VENEER
%
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Q
• 1X6 FASCIA BOARD
2x4 OUTLOOKERS AT 24' O.C.
/
TYP. EXT. WALL CONST R.
' 3/8" PLYWOOD SOFFIT W/
I
L
_
CONT. 2" SCREENED VENT
8' GONG. FOUNDATION WALL
�o
Q
•
• CONT. 2x WOOD NAILER W/
It
rr
HORIZONTAL SIDING
3/4'
O
2x WD. BLOCKING AT 16" O.G.
�-
Innr
uiV
-I
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1x4 FRIEZE BOARD
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ll
milt
GALV. METAL WALL TIES AT
0 INSULATINS SHEATHING
1L
HEADER AT WINDOW
16" O.C. VERT. 4 32' O.G. HORIZ.
TYP. EXT. WALL W /BRICK VENEER
o 2x4 AT 16' O.G. (MAX.)
SEE DETAIL: 44/D -1 i •
META I
L:
TYP.
SOFFIT
CONSTRUCTION W/BRICK VENEER,
T.OFLOOR SEE DETAIL: 32/D -1 T.O.FLOOiR '-3/4" T4G PLYWOOD SUBFL OOR T.O.F.
(CLUED 4 NAILED)
-2x10 FLOOR JOISTS AS
\� <* NOTED ON FRAMING PLANS 0
NOTE: OFFSET FACE OF STUD ( -R -13 GATT INSUL. AT PERIMETER
I
9i
CIO
ALL 1/2' FROM FACE OF FND. WALL T.O.WALL
- I II' p
TYP. SILL IE AT 5500"1 r-OUND. ap ? M TYP. SILL P AT BSMT. FOUND.
SEE DETAIL: 32/D FIN. GRADE °'ii • 2x�o P.T. SILL fE W /SILL SEAL
FIN. GRADE lip p ANCHORED ORED W/ ' ' m GALV.
BOLTS AT 6' -0" O.G. 12' MIN.
j ° p FROM fE ENDS 8' IMBEDDED
9 ' OR 12' CONCRETE FND- WALL
I
(SEE PLANS) V GONG. FOUNDATION WALL
OR 8' W/DAMP PROOFING TO GRADE W /DAMP PROOFING TO GRADE
SCALE: I'= V-0'
TYP. EXT. WALL W/BRICK VENEER
SEE DETAIL: 44/D -1
TYP. 2ND FLOOR CONSTRUCTION
SEE DETAIL: 361D -1
R -13 BATT INSUL. AT PERIMETER
CONT. 2x4 WOOD NAILER
12
3EE
=LEV.�
SCALE: 1' =1' -0'
T'YP. ROOF /CEIL. CONST.
• FIBER3LA55 SHINGLES
• 15• BUILDING FELT
• 1/2' EXT. GRADE PLYWOOD
W /CLIPS (GLUED 4 NAILED)
• WD ROOF TRUSSES 6 24'
O.G. (MAX) DESIGN BY MFR.
• R -38 BATT INSULATION
W/ EAVE BAFFLE
'/z' G.WB
i I �
T.O.P.
TYPICAL SOFFIT CONSTRUCTION
• 1X6 FASCIA BOARD
• 2x4 OUTLOOKERS AT 24' O.G.
��\ 1 n 3/8' PL YWOOD,150FF I T W/
uiiu CONT. 2' SCREENED VENT
' 1x4 FRIEZE BOARD
` rr
HEADER AT WINDOW
TYP. EXT. WALL CONSTRUCTION
SEE DETAIL: 4(o/D -1
i L: TYPICAL SOFFIT CONSTRUCTION
T.OF.
0
T.O.P.
10
A
w
P.M. :GEORGE J. GUZZIE
P.A.: JAMES S. CARR
Ems'
NO.:20-
x H
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SCALE: V= V- 0'
L2Q
TYP. EXT. WALL CONSTR.
SEE DETAIL:46/D -1
TYP. 2ND FLOOR CONSTRUCTION
-3/4' T 4G PLYWOOD
(GLUED 4 NAILED)
-2x10 FLOOR JOISTS OR AS
NOTED ON FRAMING PLANS
-1/2' G.W.B.
R -13 BATT INSUL. AT PERIMETER
CONT. 2x4 WOOD NAILER
CHK'D:
P.M. :GEORGE J. GUZZIE
P.A.: JAMES S. CARR
PROJECT
NO.:20-
955-01
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I/2' FROM FAGS OF FND. WALL
cp
1/2" FROM FACE OF FND. WALL
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TYP. EXT. WALL W/BRIGK VENEER
TYP. EXT. WALL CONST R.
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8' GONG. FOUNDATION WALL
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-4' BRICK VENEER W/22 GAUGE
HORIZONTAL SIDING
3/4'
O
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W/DAMP PROOFING TO GRADE
GALV. METAL WALL TIES AT
0 INSULATINS SHEATHING
J
16" O.C. VERT. 4 32' O.G. HORIZ.
o 2x4 AT 16' O.G. (MAX.)
m�
a G
-1' AIR SPACE
z
o R -13 GATT INSULATION
_
TYP. EXT. FALL W/BRICK VENEER TYP. EXT. WALL CONSTR.
SEE DETAIL: 44/D -1 SEE DETAIL-4(o/D-1 ul
4-
AT 1ST FLOOR, W/BSMT. Orm'rA I L., EXT. WALL AT 2ND FLOOR W/BRICK VENEER ��tA I �: EXTERIOR WALL AT 2ND FLOOR
Dra"I I L: TYP. EXT. WALL AT 1ST FLOOR W/BSMT. �� DETAIL: (� TYP. EXT. WALL L n.4 P---] _ 3 9 ► s� I , SCALE: 1' =1' -0'
UJ /BR(GK VENEER SCALE: 1' =1' -0' 1 �' �
cA
8 ' OR. 12' CONCRETE FND. WALL
(SEE PLANS)
W/DAMP PROOFING TO GRADE
p ' 4' 0 P.V.C. DRAIN
p BITUMINOUS FILLER
TYP. SLAB ON GRADE
j p -6, MIL CONC.
OLYA VAPOR BARRIER
-4' COMPACTED GRAVEL
Ah T. O. FTG
° ' ° : , ° C TYPICAL CONC. FOOTING CONST.
$'xl6 ' CONCRETE FOOTING
c — I W/2'x4' CONSTRUCTION KEY
— ON VIRGIN SOIL OR LI 04
— BARS CONT. ON CERTIFIED
COMPACTED FILL W/MIN.
i— BEARING CAPACITY OF
2000 P.S.F.
1' 4-
I
DraTA I L: FOOTING AT BASEMENT W/BRICK RET UKN ABOVE
4 SCALE:
!0 11
SCALE: 1 =1 -0 _
� T ACE OF STUD
`�
NOTE: OFFSET FACE OF STUD
30
O
I/2' FROM FAGS OF FND. WALL
cp
1/2" FROM FACE OF FND. WALL
i
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TYP. EXT. WALL W/BRIGK VENEER
TYP. EXT. WALL CONST R.
L
_
8' GONG. FOUNDATION WALL
-4' BRICK VENEER W/22 GAUGE
HORIZONTAL SIDING
3/4'
�-
-I
I I—
W/DAMP PROOFING TO GRADE
GALV. METAL WALL TIES AT
0 INSULATINS SHEATHING
J
16" O.C. VERT. 4 32' O.G. HORIZ.
o 2x4 AT 16' O.G. (MAX.)
—�
4' 0 P.Y.G. DRAIN
-1' AIR SPACE
o R -13 GATT INSULATION
_
I
I I
E
BITUMINOUS FILLER
-3/4' INSULATED SHEATHING
MIL. POLY VAPOR BARRIER
°' %' G.W.B.
�-
1ST FLOOR
- 2x4 AT 1(o' O.C. (MAX.)
INSULATION
15T FLOOR
—III
I i
=
TYP. SLAB ON GRADE
T.O:SLAB
Z
I
I
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'
_ R -13 GATT
_ 6 MIL. POLY VAPOR BARRIER
T.O.SLAB
z
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- �
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TYP. SLAB ON GRADE CONST.
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—
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FIN. GRAD
FIN. GRADE
I
4 LONG. SLAB ON GRADE
---!
lU
'
_I
I
p
-6 MiL. POLY VAPOR BARRIER
I
I
6 MIL. POLY. VAPOR BARRIER
'�
° .
I -4' COMPACTED GRAVEL
I
I
TYP. SILL fE AT SLAB FOUND.
OVER 1' PERIMETER INSUL.
�
�
�-
°
1
2x4 P.T. SILL IE SILL SEAL
—
_
I
I -
�W/
ANCHORED W/ /2 -0 GALV.
I
I
ON 4'I GRAVEL CONTINUOUS
T. O. FTC. p p p - u-
° I , BOLTS AT (o' -0' O.C. 12' MIN. I I -
' ° p p I I I I IMBEDDED _ I I I p p p I—
J
TYP. SILL fE AT SLAB FOUND. FROM P ENDS 15 TYPICAL CON(. FOOTING CONST. p ° p _ SEE DETAIL: 44/D -1
8x16' CONCRETE FOOTING TYPICAL FOUNDATION WALL
� K VENEER TYPICAL FOUNDATION WALL
W /2'x4' CONSTRUCTION KEY AT BRIC _.
— ON VIRGIN SOIL OR W/(2) 04 f II - 8' 'L' BLOCK ON 12' C.M.U. ON II_ 411- 'I 8' 'L' BLOCK ON 8' C.M.U. ON
— �4 p 12' x 24' CONT CONIC. TRENCH @ 12 ' x 24 CONT GONG. TRENCH
BARS CONT. ON CERTIFIED 8 '
FOOTING ON VIRGIN SOIL OR p ' p FOOTING ON VIRGIN SOIL OR
l COMPACTED FILL W/MIN. p o p cv ° -
i— BEARING CAPACITY OF W/C2) •4 BARS CONT. ON LI *4 BARS CONT. ON
' 4' 8" 4' — ' 2,000 P.S.F. o .p o .p CERTIFIED COMPACTED FILL ° :p ° :� W/MINIFBEARINOG CAPACITY OF
W/MIN. BEARING CAPACITY OF
p p 2,000 P.S.F. p ° p 2,000 P.S.F_
DST I L: FOOTING AT BASEMENT DETAIL: SLAB ON GRADE FOUND. W/5RICK RF -TUt-,N _ �� Mra tA I L: SLAB ON GRADE FOUNDATIONw
SCALE: i' =11-0' SCALE:
13 44 15 _-
140