HomeMy WebLinkAbout0721.97.4—ROOF 514IN61-E5 W/
MTL DRIP EDGE
PER SPEC
ROOF 5HEATHING PER SPEC
INSULATION \ WGINEERED ROOF TRUSSES
BAFFLE -
2' MIN. CLE
R-30 IN5UL _ E CORNICE DETAIL
G. M IGH
WANG(
Architects / Co
oof shingles per spec 1365 5henandt
on 150 felt per spec Rochester Hill.
12 Michigan 483(
7 /2" Roof sheathing
ngineered roof trusses (313 ) 656-1181
B 24" O.c.
- -PIELD VERIFY
TRU55 CONFIGURATION {{� insulefion per spec
FOR VAULT GLG. P sP
— — — (R-30)
1/2" GYP. x6 Fascia
1DIN6 PER SPEC. — _ —I" cont soffit vent
I—f Ir--li-----II---fl--lT--
---'1 -2x4 TOP PLATE I III II II II II 11 x6 5offit
� +IOR 51DIN6 PER SPEC.
x10 Frieze board
-4x4 STUD 16" O.G.
MATH MA5TER 5U ITE -----l-2x4 Top plate
R-13 IN5UL -- -� THERMOPLY SHEATHING co sling per spec on tyvek
x4 BOTTOM PLATE x4 studs, 16" o.c.
/4" T &G 5U5FLOOR (GLUE & SCREW) -I I batt Insulation
2x10 FLOOR JOIST 16" O.C--" ON 2x10 FLOOR J5T. AT 16" O.G. /2" Insulated sheathing
2x10 RIM J015 R-13 IN5UL -2x4 Bottom plate
IBERGLA5 BATT INSULATION
x10 Floor joist a 16" o.c.
-2x4 TOP PLATE I / 2" AB 12" OC. THRU x10 Rim joist
I610 IN5UL. 2x10 BOND J015T
/4' T &O, glue &screw
5HEATHIN6 PER 5PEG AND BOTTOM CHORD OF
GIRDER TRU55 -2x4 Top pirate
-rick rack per elevation
veneer, per elevation
GARAGE K ITGI�EN � rick
2x4 studs, 16" o.c.
"MIN. 51DIN6 OVERLAP °i R -I I batt insulation
1/211 Insulated sheathing
-�3/4° T &G SUBFLOOR (GLUE & SCREW) 5/8° TYPE °X° GYP. BD w/ tyvek per spec
ON 2x10 FLOOR J5T. AT 16" O.G. AT WALLS AND GL 1-2x4 Bottom plate
—20 BOTTOM PLATE COMMOM TO HOUSE PA 91
2x10 RIM J015 20 P.T. SILL PLATE
W/ A13'5 PER SPEC. x10 Rim joist
y LOCATE PLATE SQUARELY -5/4" T &O, glue & screw
ON TOP OF WALL AS SHOWN T. 2X4 mud sill
-- ��6RIGK TO GRADE -FIELD
BRICK LEDGE — 4x10 Floor joist B 16" o.c.
VERIFY BRICK LEDGE
BASEMENT
.GRADE —Foundation waterproofing
CONCRETE WALL
--8" Concrete foundation
FIELD VERIFY POUR HT.
4" Concrete slab w/ 4" min sand under
�- --- BITOUMINOU5 WATERPROOFING Expansion joint
PER 5PEC. ON CEMENTITIOU5 noting keyway
PARGING. ; s• " Footing drain
2 5E6T ION BR IGK TO BELT OPTION 0 "wx8 "d CONC. FTG.
3.1 I 1/411 = 1' -0"
4' POURED
CONC. ON 4"
MIN. SAND FlLt��
PERFORATED DRAIN TILE
• °� ° 5CHEO. 3034
x 20" CONT. POURED
CONCRETE FOOTING
WALL 5EGT ION AT DR 16K OPTION
1 /4" = 1' -0"
5" BRICK RACK TYP. AT ALL
CORNICES OVER BRICK WALLS
3 STAIR 5EGTION
3. I
1/4' = I'-0'
5TR INGER
1R CASED OPNG
LOW
6
NOTE:
FIELD CHECK ALL
APPROPRIATE AND
CURRENT DETAIL5
FOR TH15 PROJECT
TO START
N5TRUCTION
5EGT ION
1/411-- 1' -0"
DR IGK TO BELT OPT ION
fIN6LE5 PER SPEC
'WD ROOF 5HEATHIN6
:RED ROOF TRUSSES
.A55 GATT INSULATION
SOFFIT
BAR OF
ROOM
25 0 16" O.C.
OF CANT
BEYOND
PR AT NOOK BEYOND
ERIFY BEARING INTERSECTION
ER SPEC
3 5U5FLOOR (GLUE & SCREW)
FLOOR J015T PER FRAMING PLAN
.A55 GATT INSULATION
FOUNDATION WALL
BRICK LEDGE.
Pu
Master BL
Project
I N 0 1 A
OIV15
12220 North N
Suite 1165
Carmel, Indian
5ubdlvision / Plan
W I W P
Job No.
WINP6-
Date
55UE
Sheet Title
BU ILO IN(
5EGT ION
DR IGK T
DELT ON
Sheet No.
n
').2
N
5147 o+
N