HomeMy WebLinkAbout1099.95.15N
NOTE: 6' MAX. EXCAVATION
BEYOND BASEMENT WALL
BELpW GARAGE FOOTING
jj%T.OFLO0R
b = 1
10
o = T.O ALL
71 r-r-
TYP. WALL BETWEEN GARAGE/INIT
SEE DETAIL: 46/D -2
TYP. iST FLOOR CONSTRUCTION
SEE DETAIL: 32/D -1
TYP. SILL E AT 581MT
SEE DETAIL: 42/D -1
tt
Lrm
........,, >..... .,.. ... .....:.. ..................
•..•..... ............................... .. .......,....
P.M. :GEORGE J. GUZZIE
P.A. S.
T a HALL — .
4
o
_
8' C.M.U. FOUND. WALL
TYP. EXT. L W/BRICK ER
16' O.C. VERT. 4 32' O.C. HORIZ.
11 -
�^
dEiE DtL: 44/D -1 (MINUS INSUL_J
'
TYP. RC)OFK:EIL wx GONST.
8 ---,
�r_r P ROOF/c IL NO CONST.
•z A
FIN. GRADE
ii °
„
w
2x4 R lSMt TO C44ANNEL
SEE DETAIL: 26/D -i
SEE DETAIL: 26/D -i
4 -0: O.G.
Z
Z
�
o�
• 0240.1 STEEL CHANNEL
iST FLOOR
10
1/2'
-
TYP. RAKE CONSTRUCTION
TYP. RAKE CONSTRUCT ION
G 4 STEEL ANGLE SHOP-
\
-1x2 WOOD SHINGLE MOLD
'
\
-1x2 WOOD SHINGLE MOLD
WELD TO
\\`
-1x6 WOOD RAKE
\�
-1x6 WOOD RAKE
W/4' DEEP POCKET TO SUPPORT
-CONT. 2x NAILER W/2x
-CONT. 2x NAILER W/2x
1
�\
�
BLOCKING AT 16' O.C. MAX.
__-
BLOCKING AT 16' O.C. MAX.
BOLT CHANNEL TO GAP iE W/
-CONT. 2x WOOD NAILER W/
-3/8' PLYWOOD SOFFIT
l2) t /2' DIA. BOLTS
2x WD. BLOCKING AT 16' O.G.
-1x4 SUB -RAKE
?
T.O.P.
-ix4 SUB -RAKE
T.O.P.
GABLE END TRUSS
PROVIDE (4) 04 BARS IN BOTTOM
GABLE END TRUSS
3' DIA. (31/2' O.D.) STD. STEEL
CONT. 2x4 WOOD NAILER
CONT. 2x4 WOOD NAILER
PIPE COL. / x /2 x /2
OF GARAGE FOOTING FOR
SHOP- WELDED TO PIPE COL.
i
•
LENGTH OF 10' MIN.
TYP. EXT. WALL W/BRICK VENEER
TYP. EXTERIOR WALL CONSTR_
SEE DETAIL.-44/D-1
SEE DETAIL: 46/D -1
L INTEL AT Ib' GARAGE DOOR
META I L.: TYPICAL RAKE
CONSTRUCTION
DrmTA I L.: TYPICAL RAKE
CONSTRUCTION
AT BASEMENT COND: 8'x1(o' CONT.
MA
:3GALE: I'm 1' -0'
NOTE
DIMENSION 'A' SHALL NOT
EXCEED 2' -0'
TYPICAL FOOTING REINF.
04 BARS HORIZ. 4 VERT.
o
OVA I L: ryricAL STEPPED CONCRETE FOOTIWG
t
I NN
O ALL
P.M. :GEORGE J. GUZZIE
P.A. S.
T a HALL — .
�-
o
_
8' C.M.U. FOUND. WALL
I/2' FROM FACE OF FND. WALL Q
16' O.C. VERT. 4 32' O.C. HORIZ.
11 -
�^
_ +
P. SILL 1E AT 1 S 1, FOUND.
;o z
AT GAM4GE
SEE DETAIL: 32/D -'
•z A
FIN. GRADE
ii °
FIN. GRADE
w
A
QE•
o 6 MIL VAPOR
4'
IO
Z
Z
W
W
o�
Z
iST FLOOR
10
1/2'
-
H
B' CONCRETE FOUND. WALL
I
x
—° I I
► a►
8' OR 12' CONCRETE FND. WALL
11 i i
►
W/4' DEEP POCKET TO SUPPORT
wa
1
�\
�
GARAGE FOOTING
?
r
mo
PROVIDE (4) 04 BARS IN BOTTOM
OF GARAGE FOOTING FOR
i
LENGTH OF 10' MIN.
o
TYPICAL GARAGE FOOTING
AT BASEMENT COND: 8'x1(o' CONT.
CONCRETE FOOTING
y
��� i i,.:
BRIDGING CxA� FOOTINCs TO s►�3ETIENT WALL
m
20
t;
TYP. EXT. WALL WMWJCK VENEER
I SEE DETAIL: 44/D -1
t
TYP. IST FLOOR CaNSTRUCTiON
T.O• FLOOR
SEE DETAIL: 32/0 -1
T4
N
-
�'''
_
_
NOTE: OFFSET FACE OF STUD -
1/2' FROM FAG= OF FND WALL
MA
:3GALE: I'm 1' -0'
NOTE
DIMENSION 'A' SHALL NOT
EXCEED 2' -0'
TYPICAL FOOTING REINF.
04 BARS HORIZ. 4 VERT.
o
OVA I L: ryricAL STEPPED CONCRETE FOOTIWG
t
I NN
O ALL
P.M. :GEORGE J. GUZZIE
P.A. S.
T a HALL — .
�-
o
_
4' BRICK VENEER W/22 GAUGE
GALV. METAL WALL TiES AT
I/2' FROM FACE OF FND. WALL Q
16' O.C. VERT. 4 32' O.C. HORIZ.
11 -
N••I
_ +
P. SILL 1E AT 1 S 1, FOUND.
;o z
*
N
SEE DETAIL: 32/D -'
•z A
FIN. GRADE
ii °
FIN. GRADE
w
A
QE•
o 6 MIL VAPOR
4'
IO
Z
Z
W
W
o�
Z
iST FLOOR
10
1/2'
-
H
I
x
—° I I
► a►
8' OR 12' CONCRETE FND. WALL
11 i i
►
( PLANS)
4' OR 8' W AMP PROOFING TO GRADE
N �
Drm"rA I L■: TYP. EXT. WALL AT IST FLOOR wiBSm
®I W/BRICK VENEER .SCALE: 1' =1' -0' A
' 30 e4
6' OR 12' CONCRETE FND- WALL
(SEE MA%&)
' - I ° ► . W/OAMP PROOFING TO GRADE
'" { ( ► 4' • P.V.G. DRAIN
i
I ± ► ITUMINOUS FILLER
I
N
h
� o
1
i
t
_
�o
i
n
N=
0 40
SLA15 ON P
i
CONC. ON GRAVE
POLY VAPOR 15ARRMR
COMPACTED
TYPICAL CONC. F0OTW-% C<XOT.
;:• • • s
;
., .
C"TFUCTICISI KEY.
� � V
BARS CONT. ON CEMTFIM
COMPACTED FILL UUMIN:
t- BEARING CAPACITY' OF
2,000 P.SF.
DET A i L■: FOOTING AT BASeMENT W15RICK KET VKN ABOVE
SCALE:
lQ - 12
SCALE: I'm V-0'
TYP. EXT. WALL CONSTRUCTION
BEE
=LEV.�
SCALE: I'm V -0'
rYP- ROOF /CEIL_ CONST.
SEE DETAIL: 26/D -i
TYP. FASCIA W/SRICK VENEER
` 1X6 FASCIA BOARD
2x4 OUTLOOKERS AT 24' O.C.
i
' 3/8' PLYWOOD SOFFIT W/
CONT. 2' SCREENED VENT
1 • CONT. 2x WOOD NAILER W/
11 nn 2x WD. BLOCKING AT 16' O.C.
v11v �/ �. 1x4 FRIEZE BOARD
till
AIIA
HEADER AT WINDOW
TYP. EXT. WALL W /BRICK VENEER
SEE DETAIL: 44/D -1 •
�� D�tAI i L.: TYP. SOFFIT coNSTF�,ICTION W/BRICK VENEER
SEE DETAIL: 46/D -1
NOTE: OFFSET FACE OF STUD
1/2' FROM FACE OF FND. WALL
TYP. IST FLOOR CONSTRUCTION TAB,
-3/4' TtG PLYWO0D,5U5FL OOR
(GLUED t NAILED)
-2x10 FLOOR JOISTS AS
NOTED ON FRAMING PLANS 0
-R -13 BATT INSUL: AT PERIMETER
T.O.P.
TYP. SILL iE AT BSMT. FOUND.
2x6 P.T. SILL iE W /SILL SEAL
ANCHORED W/ tie' m GALV.
BOLTS AT 6' -0' O.G. 12' MIN.
FROM IE ENDS 8' IMBEDDED
8' CONC. FOUNDATION WALL
W /DAMP PROOFING TO
TYP. EXT. WALL AT 15T FLOOR W /55MT.
SCALE: I's 1' -0'
llr L TYP. EXT- WALL W/BRICK VENEER
SEE DETAIL: 44/D -1
1Hk / TYP. 2ND FLOOR CONSTRUCTION
I SEE DETAIL: 36/D -1
R -13 BATT INSUL. AT PERIMETER
CONT. 2x4 WOOD NAILER
1, -Am
12
5EE
ELEV."
T.O.P. P�AAO�'
TYPICAL SOFFIT CONSTRUCTION
1 • 1X6 FASCIA BOARD
1
'2x4 OUTLOOKERS AT 24' O.G.
3/8' PLYWOOD SOFFIT W/
\
Will CONT. 2' SCREENED VENT
A If ' 1x4 FRIEZE BOARD
HEADER AT WINDOW
TYP. EXT. WALL CONSTRUCTION
SEE DETAIL: 46/D -1
n OVA i L.: TYPICAL SOFFIT CONSTRUCTION
MALE: I'm i' -0'
IYP- ROOF /GEIL. CONST.
• FIBERGLASS SHINGLES
• 15' BUILDING FELT
' t,2' EXT. GRADE PLYWOOD
W /CLIPS (GLUED E NAILED)
• WD ROOF TRUSSES * 24'
O.G. (MAX) DESIGN BY MFR.
• R -38 BATT INSULATION
W/ EAVE BAFFLE
1/2' GW$_
TAF.
A
T.O.F.
SCALE:
2C
TYP. EXT. WALL CONSTR_
SEE DETAIL:46/D -1
TYP. 2ND FLOOR CONSTRUCTION
-3/4' T4G PLYWOOD
(GLUEU' NAILED)
-2x10 FLOOR 1018T5 OR AS
NOTED ON FRAMING PLANS
-1a, G.W.B.
R -13 BATT INSUL. AT PERIMETER
CONT. 2x4 WOOD NAILER
CHWD:
Z$ In
P.M. :GEORGE J. GUZZIE
P.A. S.
W
�-
NO.:20 M
0j
z
4' BRICK VENEER W/22 GAUGE
GALV. METAL WALL TiES AT
I/2' FROM FACE OF FND. WALL Q
16' O.C. VERT. 4 32' O.C. HORIZ.
30
N••I
H
fly-
�
w
i/2' FROM FACE OF F�D. WALL
•z A
o
BATT INSULATION
-
w
A
QE•
o 6 MIL VAPOR
4'
IO
Z
Z
W
W
o�
Z
iST FLOOR
10
1/2'
-
H
w� x
x
x
Fa
.Em
wa
1
�\
�
SCALE:
2C
TYP. EXT. WALL CONSTR_
SEE DETAIL:46/D -1
TYP. 2ND FLOOR CONSTRUCTION
-3/4' T4G PLYWOOD
(GLUEU' NAILED)
-2x10 FLOOR 1018T5 OR AS
NOTED ON FRAMING PLANS
-1a, G.W.B.
R -13 BATT INSUL. AT PERIMETER
CONT. 2x4 WOOD NAILER
CHWD:
3 1wT AGE OF STUD
P.M. :GEORGE J. GUZZIE
P.A. S.
PROJECT
�-
NO.:20 M
W
4' BRICK VENEER W/22 GAUGE
GALV. METAL WALL TiES AT
I/2' FROM FACE OF FND. WALL Q
16' O.C. VERT. 4 32' O.C. HORIZ.
30
O
fly-
t
i/2' FROM FACE OF F�D. WALL
BATT INSULATION
-
tot
- INSULATED SHEATHING
o 6 MIL VAPOR
4'
IO
_..!
o�
- 2x4 AT 16' O.G. (MAX.)
R -13 BATT INSULATION
iST FLOOR
1/2'
-
1
�\
�
r
mo
i
o
TYP. EXT. FALL W/BRICK VENEER TYP. EXT. WALL CONSTR.
SEE DETAIL: 44/D -1 SEE DETAIL:46/D -1
A4- In
Drat�A iL - EXT. WALL AT 2ND FLOOR W/BRICK VENEER IVA i L .- EXTERIOR WALL AT 2ND FLOOR �
O
SCALE: I'm V-0'
3 1wT AGE OF STUD
SCALE: I's i' -0'
NOTE: OFFSET` FACE OF STUD
TYP. EXT- WALL CONSTR.
�-
�.
W
4' BRICK VENEER W/22 GAUGE
GALV. METAL WALL TiES AT
I/2' FROM FACE OF FND. WALL Q
16' O.C. VERT. 4 32' O.C. HORIZ.
30
O
t
i/2' FROM FACE OF F�D. WALL
BATT INSULATION
-
tot
8' CONC. FOUNDATION WALL
-III- _► W/DAMP PROOFING TO GRADE
I I , , :► . 4' P.V.G. DRAIN
(�� ► BITUMINOUS FILLER
1ST FLOOR
' T.D.SLA1:3
fri 1.1-' TYP. SLAB ON GRADE _z
I -4' CONC. SLAB ON GRADE i
I I _� 1 ► -6 MIL. POLY VAPOR BARRIER FiN•
• -4' COMPACTED GRAVEL i
T.O.F(L ► ► ► - -
TYPICAL COW. FOOTING CONST.
► 8 "x16' CON TE FOOTING 10 Z
I
W/2'X4' COkSTRUCTION KEY C,, F
ON VIWIIN SOiL OR W/(2)'4
BARS CONT. ON CERTIFIED 0
COMPACTED FILL W/MIN '
1- BEARING CAPACITY OF
4' D' 4' _ i 2000 P SF.
E TA i L.: FOOTINGS AT BASEMENT � OR
SCALE: 1' _ 1' -0'
TYP- EXT- WALL W/BRICK VENEER
TYP. EXT- WALL CONSTR.
�.
4' BRICK VENEER W/22 GAUGE
GALV. METAL WALL TiES AT
HORIZONTAL SIDING
3/4' INSULATIONS SHEATHING
16' O.C. VERT. 4 32' O.C. HORIZ.
2x4 AT 16' O.G. (MAX.)
-3/ AIR SPACE
BATT INSULATION
- INSULATED SHEATHING
o 6 MIL VAPOR
4'
IO
_..!
- 2x4 AT 16' O.G. (MAX.)
R -13 BATT INSULATION
iST FLOOR
1/2'
-
► _ 6 MIL. POLY VAPOR BARRIER t -O-LAB
1 (- 1/2' Gw.B• a0 Z TYP. SLAB ON GRADE CONST.
RAD FIN GRADE 4' CONC. SLAB ON GRADE ---1
1 6 MIL. POLY. VAPOR BARRIER
I i TYP_ SILL IE AT SLAB FOUND. -III I I 1 ( _ I OVER i' PERIMETER INSUL. r `
III 1 _ 2x4 P.T. SILL 17D W/ SILL SEAL - 148 MIN. HOR1Z. CONTINUOUS U
�--I , ANCHORED W/ 1/2' o GALV. I I _ ON 4' GRAVEL BASE
If
BOLTS AT 6'-& O_C. 12' MIN.
► ° ► I III FROM 12 ENDS 15" IMBEDDED t I TYP. SiLL M AT SLAB FOUND.
► • ► ► E DETAIL: 44/D -1
° I E TYPICAL FOUNDATION WALL S1 Z
T I
► ► A I R �,, F I e ► TY1®ICAL FOUNDATION WALL
I Il 8' 'L' BLOCK ON 12' C.M.U. ON p 8 'L' BLOCK ON 8' C.M.U. ON
T! ^4 ' 12' x 24' CONT CONIC. TRENCH +:� 4 1 12' x 24' CONT CONC. TRENCH
► ► FOOTING ON VIRGIN SO!L OR ► ► FOOTING ON VIRGIN SOIL OR
° . W /(2) 04 BARS CONT. ON W /(2) 04 BARS CONT. ON
► ► CERTIFIED COMPACTED FILL CERTIFIED COMPACTED FILL
W/MiN. BEARING CAPACITY OF W/"IN. BEARING CAPACITY OF
:► .:° 2000 P.SF- .' e ° 2~ P.S-F.
SLAB ON GRADE FOUND. W/BRICK RE-TURN �� Dot i L.: , SLAB ON GRADE FOUINVATION
SCALE: I'm 1' -0'
SCALE: 1; = i' -0'