HomeMy WebLinkAbout1372.97.4I
r
—ROOF 5W- A1HIN6 PER SPEC
— - --ROOF %4116LE5 W/
-, MTL DRIP E06E
SEE ELEVATIONS PER SPEC r
FOR ROOF PITCH
— ENGMEP.RED ROOF TRUSSES
J
INSULATION
BAFFLE -
2' Imam
SEE CORNICE DETAIL
R-30 W5UL
2-20 TOP PLATE
1/2' 6YP. B0-,,
2xl I
RIGID wax.
SHEATHING PER 5MC
HOR 5117IN6 PER SPEC.
tx4 STUD 16' O.G.
THERMOPLY 5HEATHIN6
14' T&6 SUBFLOOR (CLUE A SCREW)
N 2xI0 FLOOR JST. AT 16" OL.
.x4 P.T. BOTTOM PLATE
2xI0 RIM J015
BRICK LE06E
4' POURED
CONC. ON 4"
MIN. SAND F
R-13 INSUL
FIBER6LA5 BATT INSULATION
3/4" T&6 SUBFLOOR (GLUE & SCREW
ON 2x10 FLOOR JST. AT 16" O.G.
-2x4 BOTTOM PLATE
-R-13 INSUL
FIBER6LA5 BATT INSULATION
-20 P.T. SILL PLATE
W/ AB'S PER SPEC.
LOCATE PLATE SQUARELY
ON TOP OF WALL AS SHOWN
`I" MIN. 5101NC OVERLAP
8" CONCRETE WALL
FIELD VERIFY POUR HT.
BITOUMINOUS WATERPROOFING
PER SPEC. ON CEMENTITIOUS
PARSING.
SEE 5HT 1.1 FOR FURTHER
INFO ON FOUNDATION
I I it II II II II II
MEATH
-1/2" AB 12" 06. THRU
2xIO BOND J015T
AND BOTTOM CHORD OF
ORDER TRU55
GARAGE
5/8" TYPE "X" GYP.
AT WALLS AND CLB
COMMOM TO HOUSE
FIELD VERIFY
TRU55 CONFIGURATION
FOR VAULT CLG.
MASTER 5U ITE
5EGT ION BR ICK TO BELT OPT ION
3.) 1 /4" - 0 -0"
--4" PERFORATED DRAIN TILE
• °
56HED.3034
x 20" CONT. POURED
° CONCRETE FOOTING
51DIN6 ONLY WALL SECTION
3/4' = I1 -0"
3 5TA IR 5EGT ION
3.( 1 /4' = 11-0"
GONT R1176155
12" HDR
36" KNEEWALL
SEE DETAIL PER
K ITGHEN
BASEMENT
CONVENTIONAL FRAMING
IN LINE W/ TRU55E5—
BRIDGE
----------------------- ---
— — — — — — — — — — — — — — — — — — _ _ -
13
-- 12
- -TI
to
STRINGER -
1R CASED OPN6 / 8
°W FOYER
I 'S
Q '3
U
12
D7
Roof sh"Ies per spec
on 151 feK per spec
12 /2" Roof sheathing
7 ngineered roof trusses
24" O.c.
---Attic insulation per spec
— — (R-30)
X6 Fascia
11 cont soffit vent
x6 Soffit
x10 Frieze board
-2x4 Top plate
er. siring per spec on tyvek
x4 studs, 16" o.c.
-I I batt Insulation
/2" Insulated sheathing
-2x4 Bottom plate
x 10 Floor joist a 16" o.c.
x 10 Rim joist
/4" T &C7, glue & screw
-2x4 Top plate
Ick rack per elevation
2x4 studs, 16" o.c.
R -I I batt insulation
1/211 Insulated sheathing
w/ tyvek per spec
1 -2x4 Bottom plate
Ex 10 Rim joist
/4" T &G, glue & screw
.T. 2X4 mud sill
x10 Floor joist 8 16" o.c.
1
it
II
m it
II
II
I
II —_
NOTE
REVERSE
FRAMIN6
AT BRIDGE _ I
FAM ILY
II''
II''
II ''
II''
II''
— — 13
I I
— 10
— 9
-- 8
_ BASEMENT
6
- - -5 i
4
3
— — 2
5E6T ION BR IGK TO BELT OPTION
1/4" -- II-Ou
'oundation waterproofing
" Concrete foundation
Concrete slab w/ 4" min sand under
/2" Expansion joint
'ooting keyway
" Footing drain
0 "w x 8 "d CONC. FTC.
NOTE:
FIELD CHECK ALL
APPROPRIATE AND
CURRENT DETAILS
FOR TH15 PROJECT
PRIOR TO START
OF CONSTRUCTION
ROOF SHINGLES PER SPEC
1/2" PLYWD ROOF 5HEATHIN6
ENGINEERED ROOF TRU55E5
FIBEROLA55 GATT INSULATION
€XTENO SOFFIT
5" AT REAR OF
FAMILY ROOK!
2x6 5TU05 6 16" O.G.
OUTLINE OF CANT
A NOOK BEYOND
FLUSH HDR AT NOOK BEYOND
FIELD VERIFY BEARING INTERSECTION
3/4'T&6 SUBFLOOR (GLUE & SCREW)
ON 2x10 FLOOR J015T PER FRAMING PLAN
FIBEROLA55 BATT INSULATION
8" GONG. FOUNDATION WALL
W /5'xi2" BRICK LE96E
G. M IGHAE
WANGOL
Architects / Consuh
1365 Shenandoah
Rochester (fills
Michigan 48306
(313) 656-1187
PULT]
Master Build
Project
INOIAN,
OIV151(
12220 North Meric
5uite 1165
Carmel, Indiana 41
5ubdivislon / Plan
W I NDSC
Job No.
W I NDSC
Date
155UE
Sheet Title
BU ILOING
5EGT I ON5
BASE. HOU
(510IN6
510E5 &
REAR)
5heei No.
3.1
r- SHT —of _
N