HomeMy WebLinkAboutGN001 - 215JGB2x NAILER BLOCKING @ 16"
O.C. BETWEEN TRUSSES
112"GWB — J
I
1 x8 WOOD TRIM 1x8 WOOD TRIM
I
2x BLOCKING 1x6 W00D TRIM
@16"O.C.
r
n 1x8 BOX BEAM
1 1 = r_d
BRK:KSOLDIE
4" X 1 T ROUGH CEDA
BRICK
421 VILLAWOODI
BRICK
BOTTOM OF FIREP
OF
�i FIN. MAIN LEVEL
'Co
m
n LANAI OFPLACE 112" ' REPLACE ELEVATION
1�_
y T.O. PLAT
/\ FIN. UPPER
ill T.O. PLAT
STONE VENEER UP TO BULKH�EAD-WRAP SIDES
CHAIR RAIL U88 MANTIS EDGE
5114" CROWN 26168
BED MOULD
1 A TRIM WI4II7 EXPOSURE
WOOD 5 311 x IT x T CORBEL
PAINTED
48Q li FIREPLACE
LINE OF PLATFORM
FIN. MAIN LE
GREAT ROOM FIREPLACE ELEVATION
112 = r-0„
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City M Camel
DATE: 09/09/19
GENERAL NOTES:
1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS= REFERIRSE ALA PORTADADE LAS TRADUCCIONES AL ESPANOL
7116' ROOF
12'
SEE ROOF PLAf�
ROOF SHII
SEE ELEV.
FOR SIZE
VENTED
SEE ELEV.
SIDING
R•151NSULA
PROVIDE 2" CLEARANCE
FOR INSULATION
R•38INSULATION
BOTTOM TRUSS CHORD
DECKING
\ \SEE FRAMING
7116'ZIP
SHEATHING
PLANFOOR
PLAN
FOR JOIST
JOISTLY
LAYOUT
=
112' DRYWALL LU
1z6 BAND BOARD wIMETAL
DRIP EDGE FLASHING TYP.
a
SLOPED BRICK ROWLOCK SILL
112' DRYWALL
WIFIRESTONE RUBBER FLASHING
0
Li
2z4 STUD WALL o
AT 16' O.C. a
2z4 SILL PLATE LU
314' DECKING LU
BRICKVENEERALTIE
W
R•13BATTINSULATION n
BETWEEN JOISTS TYP.
SEE FLOOR FRAMING
THROUGH WALL FLASHING
PLAN FOR JOIST LAYOUT
R•10 VINYL FACED BATT INSULATION
NOTE: OFFSET FACE OF STUD 112"
DOWN 4'•0"FROM TOP OF FNDN. WALL
FROM FACE OF FOUND. WALL
IN UNFINISHED BASEMENT AREAS
GRADE
_
(R-13 IN BASEMENT FINISHED WALLS)
•
¢
TYPICAL FOUNDATION WALL:
OVERDIG
8' POURED CONCRETE WALL
k SILL ANCHOR BOLTS @ 6'-0" O.C.
WATERPROOFING
W
16 X8 CONCRETE FOOTING
o
#3 STEEL WALL REINFORCING
GRANULAR FILL TO
¢
2" FROM FACE OF WALL
12"
ABOVE TOP OF
00 a °; a °; a °; a o;
LOOP WIRE REINFORCING
CONCRETE FOOTING
°^ °^ °^ °^
W
4" CONC. SLAB ON GRADE
a °a °a °a °;
°; °; °;
w
WI6 MIL, VAPOR BARRIER
4"DRAIN TILE
°; °; °; o•
o• o0 o;
o; o,
o; o;
°O o
`°
°09
°^ 4" MIN. GRANULAR FILL
1 -a^
4" DRAIN TILE
CONCRETE
FOOTER
n TYPICAL WALL SECTION
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