HomeMy WebLinkAbout1353.97.4OOF 5HWLE5 W/
MTI DRS EOGE
PER SPEC
—ROOF 5HEATHINC7 PER SPEC
116"TION NGINEERED ROOF TRUSSES
BAFFLE
21 MK
R -30 X11- E CORNICE DETAIL
I /2" 6YP.
IDING PER SPEC.
-2x4 TOP PLATE
5101NG PER SPEC.
x4 STUD 16" O.C.
R-13 TERMOPLY 51EATHIN6
x4 BOTTOM PLATE
" ...� __---3/4'T&6
ON 2x10 FLOOR J�57R. ATLI6 O.G�W)
2x10 FLOOR J015T 16 O G.
2x10 RIM J015 R-13 IN5UL
IBER6LA5 BATT INSULATION
-2x4 TOP PLATE
IGID INSUI..
SHEATHING PER SPEC
MIN. SIDING OVERLAP
3/4" T &G 5UBFLOOR (GLUE & 5CREW)
ON 2xI0 FLOOR J5T. AT 16" O.G.
x4 BOTTOM PLATE
' 2x10 RIM J015 2x4 P.T. 51LL PLATE
W/ A#5 PER SPEC.
LOCATE PLATE SQUARELY
ON TOP OF WALL AS SHOWN
BRICK LEDGE
ICK TO GRADE - FIELD
VERIFY BRICK LED6E
' CONCRETE WALL
FIELD VERIFY POUR HT.
- -- BITOUMINOU5 WATERPROOFING
PER SPEC. ON CEMENTITIOU5
PARGING.
:17 ;_%1A
CONC. ON 4'
MK 5A10 F2. � ••• .
•• • •, " PERFORATED DRAIN TILE
• f . SUED. 3034
•• "x 20" CONT. POURED
• CONCRETE FOOTING
WALL 5EGT I ON AT BRICK OPTION
1/4" = 11-011
F7 IT — —IF- 71--7--7- -
I 1 II 11 II II 11 II
5" BRICK RACK TYP. AT ALL
CORNICES OVER BRICK WALLS
M5TAIR 5EGT ION
3.1 1/4" = I' -0r
5TRWR
E CA5ED OPNG
LOW
M13ATH
-1/2" AB 12" OG. THRU
2x10 BOND J015T
AND BOTTOM CHORD OF
GIRDER TRU55
6ARA6E
5/8" TYPE "X" GYP. BP
AT WALLS AND aLO
COMMOM TO HOUSE
FIELD VERIFY
TRU55 CONFIGURATION
FOR VAULT CLG.
MASTER 5U ITE
5E6T ION BR 16K TO SELT OPTION
1/4"-- 0-0°
KITCHEN
SA5EMENT
12
�T
co
co
Roof , shingles per spec
on 150 felt per spec
4/2" Roof sheathing
J:ngk»ered roof trusses
6 24" O.c.
-Attic Insulation per spec
(R-30)
J x6 Fascia
i" cont soffit vent
1x6 Soffit
ix10 Frieze board
1-20 Top plate
fior. sldng per spec on tyvsk
3x4 studs, 16" o.c.
R- I I butt insulation
1/2" Insulated sheathing
-1-20 Bottom plate
4x10 Floor joist 0 16" o.c.
-ZXIO Rim joist
3/4" T &6, glue & ecrew
'1-2x4 Top plate
Brick rack per elevation
Brick veneer, per elevation
2x4 studs, 16" o.c.
R- I I batt insulation
1/2" Insulated sheathing
w /tyv* per spec
1-2x4 Bottom plate
-4x10 Rim joist
-5/4" T&O, glue & screw
-P.T. 2X4 mud 9111
-4x 10 Floor joist B 16" o.c.
foundation waterproofing
-8" Concrete foundation
4" Concrete slab w/ 4" min sand under
-I /2" Expansion joint
footing keyway
-4" Footing drain
f10 "w x 8 "d GONG. FT6.
NOTE=
FIELD CHECK ALL
APPROPRIATE AND
CURRENT DETAIL5
FOR TH15 PROJECT
QTR Ina TO START
15TRUCT ION
1 5 C ION 513 IGK TO BELT OPT ION
7 I
1/0. IL0"
INGLE5 PER SPEC
NO ROOF SHEATHING
RED ROOF TRUSSES
A55 BATT INSULATION
50FFI1
W OF
ROOM
)51 16' O.G.
OF CANT
BEYOND
PR AT NOOK BEYOND
ER IFY BEARING INTERSECTION
ER SPEC
G 5UBFLOOR (GLUE & SCREW)
FLOOR JOIST PER FRAMING PLAN
.A55 BATT INSULATION
:. FOUNDATION WALL
'DR ICK LEDGE
0. M I GHAE L
WAN60UR
Architects / Consultants
1365 Shenandoah
Rochester Hills
Michigan 48306
(313) 656-1187
Master Builder
Project
IND IAN
0IV 1510N
12220 North Meridian 5
Suite 0185
Carmel, indana 46032
Subdvision / Plan
W I N P 5 0 R
Job No.
W I N P 5 0 R
Pate
i55UE
11 /7 /�
Sheet Title
BU ILP ING
5EGT IONS
I TO
ONLY
Sheet No.
).2
Slfi -of
N