Additional Information - Elevations • i
12 osb, 2 rows of Ice & water, 15
lb, felt, 30 yr. shingles, and
76 continuos ridge vent
engineere,11
trusses 24' o.c,
with 12' h(41
hurricane tie on
each slde. of 2x6 sub facsia, 6' alum, fascia
tr:ass with continuos vented soffit
and proper vent
2D -
i
". Blit iu oui u
2x4 16' o,c„ 746 osb,
(garage ceiling and walls must havehouse wrap and siding
type-x gyp, brd. and common Interior^ walls f (match top plate of
)z' type-x gyp. brd, to comply wl In local house wall)
9/_A# fIre codes)
91-96, v
GARAGEi=
engineered
a' osb, 2 rows of Ice & water, trusses 24' o,c,
(+Y_) 15 tb, felt, 30 yr. shingles and with 14' heel
2x6 treated plate with sill continuos ridge vent i2
4' reinforced concrete slab seal and he' ,J-bolts 6' o,c, 6
with 6 mil poly under floor
sloped toward overhead door
i
hurricane tie on
' gyp, brd, with R-49 Ins, each side of truss
s•:
•'• 2x6 sub facsia, 6' alum, fascia
_ �� i" ::. ;t ... ..•. . ' . _• +r . + with continuos vented soffit
and proper vent
8' cont, wall, dam proof to
�.:. •:•.•' /� footing with 2 rows of
�•f horizontal #4 rebar
48' rein, icompacted a xrth i
�.• ....•� #4 bars vertical 48 o,c,
•
-4 2x6 16' o.c, 3f6' osb,
L 10' house wrap and siding
I''' �'• • • �� with brd, Inside
cont,
1`-6" of #4 frebarg tw'
on chairs OPEN TO EXISTING
Matchexisting
SECTI ❑ N D — Il
handrail
per code Sub-floor �...,..
screwed and glued
2x6 treated plate with sill (match existing)
seal and ha' ,J-bolts 6' o,c
' 2x10 16' o.c,
lW.
,x
{
A • 14' � 14'
2x4 16' o,c with R13 R-13 blanket to floor '
- a
r.
Insul tion 3'-2
.:
' r -6"
handra
code
it handrail
8' cont, wall,
per, code per '
dam proof to f: _ f; ;;•. 6
fo �1
oting -with 2 rows of .� '
horizontal #4 rebar ` +'
C4' perimeter drain to '
daylight If needed) 3/-7#
.�-
engineered .
trusses 24' o,c, osb 2 rows of Ice & water, #4 bars vertical 48' o, •
c
with 14' heel 12 15 lb, 41t, 30 yr, shingles' and r
continuos rid e vent a 4 reinforced concrete r'
g ti with r �''••.. ' .
6 - cont, foo ng I 2 rows of slab with 6 Mil poly under
#4 rebar on rebar chairs
hurricane tie on 10' `� I
l � each side of truss .' •�I
gyp, brd, with R-49 Ins,
2x6 sub facsia, 6' alum, Fascia
with continuos vented soffit
and proper vent 1`-6'
SECTION " B— B
8'-4, 19' •-8 .
1
I-
2x6 16' o,c,, 7Ar, osb,
house wrap and siding
with9YP•' brd, Inside
�
r ratchexis`Ing DINING ROOM
- I
4' sub floor l
screwed and glued
(match existing) 2x6 Area ted plate, with silt a
!f seal_ and ,J-bolts 6' o,c,l
2x:1.11 16' o,c.
4' reinforced concrete �•�� � •_..�. _ ,.'; - ,
slab with 6 mil poly under
RECEIV
1.4
• 2x4 16' o,c, with R13
,.':•
5'-8' 14' w''_� Insulatlor, ' ,,r•'
•;:
cont, footing with 2 rows 8' cont, wall, dam proof to' JUL � �
footing with 2 rows of
of 4 rebar on chairs hbrizonta( #4 rebar � �NIU� 1�lr3U�Y
6' C4` perimeter drain to
d ' •ti daylight if r eeded) OFFICE
#4 bars vertical 48' o.c, ;
8' cont, watt, dam proof to m,• : ' 0' +
footing with 2 rows of
horizontal #4 rebar
:~ #4 bars ver*.leaf 48' o,c. + �!
.�' 4' reinforced concrete �' cont, footing with 2 rows of
a slab with 6 rtll poly under �' #4 rebar on rebar chalr'-,
,. .. - -
1 dr n by
i Kevin Havens
BILL ROURKE date
SECTI ❑ N C — C 3/8.e= 110'
i
21 JAY RD,, QUEENSBURY page
SECTIONS B-B,C-C,D-D 4 OF 5
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a