HomeMy WebLinkAbout1442.97.3SEE ELEVATIONS
FOR ROOF PITCH
INSULATION
BAFFLE -
2° MIN. CLEAR-4
R-30 INSUL
2-2x4 TOP PLATE
1/2' 6YP. BD,—
2x11
—ROOF SHEATHING PER SPEC
/ /�-- —ROOF 5HIN6LE5 W/
MTL DRIP EDGE
jPER 5PE C
ENGINEERED ROOF 1RU55E5
\ -51515 CORNICE DETAIL
RIGID IN5UL.
SHEATHING PER 5PEC
- - - -HOR 5117IN6 PER SPEC.
- -' tx4 5TUD 16° O.C.
THERMOPLY 5HEATHIN6
" T&6 5OBFLOOR (GLUE A SCREw!
2x10 FLOOR J5T. AT 16" 0.L-.
P.T. L30TTOM PLATE
3 IN5UL
SER6LA5 9AT' 1145ULATION
3/4" T&G 5UBFLOOR (GLUE & 5CREW
ON 2x 10 FLOOR J5T. AT 16" O.C.
x4 BOTTOM PLATE
R-13 IN5UL
FIBERGLA5 BATT IN5ULATION
2x4 P.T. 51LL PLATE
2x10 RIM J015 W/ A815 PER SPEC.
LOCATE PLATE SQUARELY
ON TOP OF WALL AS SHOWN
BRICK LEDGE —� ° MIN. 5101N& OVERLAP
" CONCRETE WALL
�\ \� FIELD VERIFY POUR HT.
ITOUMINOU5 WATERPROOF1146
PER SPEC. ON CEMENTITIOU5
PARG INC.
---51515 5HT 1.1 FOR FURTHER
—�� INFO ON FOUNDATION
4° POURED
CONC. ON 4'
MIN. 5AND FI °
-mot° PERFORATED DRAIN TILE
5CHED.3034
x 20° CONT. POURED
CONCRETE FOOTING
5101N6 ONLY WALL 5ECT ION
3/4' = li -Oa
3 5TA IR 5EGT ION
3.
1/4° = 11 -0'
L — — . Y . . ..1 e% I v I N J v L/ L- L� 1 V I 1 I V IN
3.1 J 1/411 = li-On
CONT RIDGE
12° HDR
36" KNEEWALL
SEE DETAIL PER
CONVENTIONAL FRAMING
iN LINE W/ TRU55E5—
- 74
13
— i2
to
STRINGER / 4
1R CA5ED OPNG
LOW
FOYER
lid
— — 13-
-- — i 2 -
- - _i2
1!
— — 10_
--
-5
4
3
12
-� - - - -ice
i
J I II ?rte
_ II
co I I
_1
�� II
I I
II
IL
I
------- _V1. - - - - -- -- —
,r
-- NOTE I I_
REVERSE
FRAMING iI j
AT BRIDGE
FAM ILY
i
rn II ii
II 1' I
II''
BASEMENT
5E6 TI0 N 13R 16K TO BELT OPTION
1/4" __ I'-0"
shingles per spec
raft per Spec
Ioof sheathing
ered roof trusses
O.C.
3ulation per spec
scie
: soffit vent
ffit
^ieze board
Top plate
ng per spec on tyvek
ids, 1611 o.c.
Ott insulation
sulated sheathing
50ttom plate
oor joist 0 1611 o.c.
m joist
K glue & screw
Fop plate
ck per elevation
ids, 16° o.c.
tt insulation
3ulated sheathing
k per spec
lottom plate
m joist
�0, glue & screw
t mud sill
oor joist 0 1611 o.c.
lion waterproofing
rete foundation
:rete slab w/ 4° min sand under
pension joint
keyway
Ing drain
8 °d GONG. FTC.
NOTE:
FIELD CHECK ALL
APPROPRIATE AND
CURRENT PETAIL5
FOR TH15 PROJECT
PRIOR TO START
OF CON5TRUCTION
ROOF SHINGLES PER SPEC
!/Z" PLYWD ROOF 5HEATHING
ENGINEERED ROOF TRUSSES
FIBERGLA55 BATT INSULATION
€XTENP SOFFIT
511 AT REAR OF
FAMILY ROOM
2x6 5TU05 ! 16" O.C.
OUTLINE OF CANT
A NOOK BEYOND
FLUSH HDR AT NOOK BEYOND
FIELD VERIFY BEARING INTERSECTION
3/411 T&G 5UBFLOOR (GLUE & SCREW)
ON 2x'10 FLOOR JOIST PER FRAMING PLAN
FIBERGLAS5 GATT INSULATION
8" CONC. FOUNDATION WALL
W 19`1x!2" BRICK LEDGE
G. IV IGHAEL
WAN60UR
Architects / Consultants
1365 Shenandoah
Rochester Hills OR
Michigan 48306
(313) 656-1167
PULTE
Master Builder
Project
INDIANA
0 iV 15 ION
12220 North Meridian 5t.
Suite 1185
Carmel, Indiana 46032
Subdivision / Plan
W I N 9 5 0 R
Job No.
WINDSOR
5heet Title
SUILCINC
SECT ION5
DA5i= HOU515
(51PIN6
510155 &
REAR)
leeL No.
3.1
1,14T nF
Pi