HomeMy WebLinkAbout36 Chandler Gray Road - Elevationsv
Exiotino INew Construction D
\ I
full ht. Sheathing Segments, min.
Scale: 1/4"=1'-0'1
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New Construction I Existing
2-32" full ht. Sheathing Segments, min.
-I, 1�GOV f
REAR ELMION I
Scale:)/4"=1'-0" I
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--- ,--------------
M".
-------------
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Exiotirl flew c notruction
GARAGE I
I 5/8" anchor bolts, V back
from corners Max. & 44" on
Ncenter Max. (typ) .:.
Exiotin New Construction
I I I
I i I I
Lower top of wall Min.
16" - adjust in fieldLU
'
I
9080 ----J L—__—_— — --
9'-7' 2
J9'-71/2
1'-8 1/4" =1V' -b
6'-6" 13'
z 13' FOUNDATION PLAN
PROPOSED FLOOR PLAN
Scale: 1/4"=1'-0"
claeat w/ 2-4" Timber
o® each rafter
salt roof shingles
shinglemate
CDX Ply
16" O.C.
16" oc knee will
:ed drip edge L
ch existing
pson #H2.5 hurricane ties
;c cedar
it House Wrap
CDX PLY
16" O.0
�����VrD
JAIL 021011
e (JILD) p R7.MEN J
--z T
P.T. sill with sill seal and 5/8"
9or bolts 0 44" O.0 max.
c9
N
NOTICE
An as built plan mu:
submitted to this de
prior to foundation it
or any further const)
C. 611b: 5500 psi, 3/8" pea stone with fiberTOWN OF Y,ARMO
D FOR BUILDING AND ZONING C6 mil. of on compact gravel. Slabs q RORS
OR OMMISSIONS DO NOT
ansion joints & perimeter spacer. APPLICANT FROM THE RESPONSIBILITY
COMPLIANCE
DATE'. S
poured concrete foundation on 16"x10"
tinuous concrete footing and keyed to
ging (min. 420" below grade) BUILDING OFFICIAL
FILE COPY
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CSV
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I"
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Scale: 1/4"=1'-0'1
I
New Construction I Existing
2-32" full ht. Sheathing Segments, min.
-I, 1�GOV f
REAR ELMION I
Scale:)/4"=1'-0" I
----- --
--- ,--------------
M".
-------------
I ~-
I I I
Exiotirl flew c notruction
GARAGE I
I 5/8" anchor bolts, V back
from corners Max. & 44" on
Ncenter Max. (typ) .:.
Exiotin New Construction
I I I
I i I I
Lower top of wall Min.
16" - adjust in fieldLU
'
I
9080 ----J L—__—_— — --
9'-7' 2
J9'-71/2
1'-8 1/4" =1V' -b
6'-6" 13'
z 13' FOUNDATION PLAN
PROPOSED FLOOR PLAN
Scale: 1/4"=1'-0"
claeat w/ 2-4" Timber
o® each rafter
salt roof shingles
shinglemate
CDX Ply
16" O.C.
16" oc knee will
:ed drip edge L
ch existing
pson #H2.5 hurricane ties
;c cedar
it House Wrap
CDX PLY
16" O.0
�����VrD
JAIL 021011
e (JILD) p R7.MEN J
--z T
P.T. sill with sill seal and 5/8"
9or bolts 0 44" O.0 max.
c9
N
NOTICE
An as built plan mu:
submitted to this de
prior to foundation it
or any further const)
C. 611b: 5500 psi, 3/8" pea stone with fiberTOWN OF Y,ARMO
D FOR BUILDING AND ZONING C6 mil. of on compact gravel. Slabs q RORS
OR OMMISSIONS DO NOT
ansion joints & perimeter spacer. APPLICANT FROM THE RESPONSIBILITY
COMPLIANCE
DATE'. S
poured concrete foundation on 16"x10"
tinuous concrete footing and keyed to
ging (min. 420" below grade) BUILDING OFFICIAL
FILE COPY
W.
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