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TOWN of CHEEKTOWAGA Permit Application
for
Additions, Alterations, Garages, Sheds and Decks etc.
PROJECT INFORMATION
Check all that apply to your project.
one story addition second story addition detached garage attached garage
carport freestanding deck/gazebo attached deck porch patio enclosure
Interior renovation / alteration other ______________________________________
corner lot interior lot ______________________________________
____________________________________________________________ ____________@_____ General Contractor: email address:
____________________________________________________________ (____)_____________
Address: Phone No.
Value of Construction: $__________.00, (not including interior fixtures and finishes or plumbing if being done under separate permit).
All associated electrical wiring and installation work is required to be inspected by one of the following:
Commonwealth Electrical Inspection Services, Inc. 716-207-0422 or 716-868-1062
Atlantic Inland, 716-731-4748 Niagara Frontier Inspection Agency, 716-276-1200
____/____ 20____ ___________________________________ ________-________ Date of Application Received By Permit No.
APPLICANT to COMPLETE the PINK PORTION !
______________________________________________________ (____)_____________ (____)___________ . Applicant’s Name Daytime Phone No. Cell Phone No.
_______________________________________________ Cheektowaga, NY 14____ ____________@_____ Legal Address of Installation email address
_______________________________________________________ (____)_____________ (____)___________ Property Owner’s Name Daytime Phone No. Cell Phone No.
_____________________________________________ _____________, ___ _____ ____________@_____ Property Owner’s Address City State Zip code email address
INDICATE ALL SUPPLEMENTAL INFORMATION PROVIDED
Completed Owners authorization (see reverse side)
Copy of property survey showing location of the proposed construction on the property.
Certificates of Insurances or waivers thereof,
Manufactured Home Park work authorization letter. (for work on manufactured homes only)
Manufactured Home Contractor’s certification. (for work on manufactured homes only)
Energy calculations showing compliance with the IECC Residential Provisions Chapter 4 or
IRC Chapter 11. (not required for unheated structures e.g. sheds or detached garages, etc.)
A PROJECT INFORMATION
____________________________ ___________________________ Cheektowaga, NY 142___ Property Owner: Project Address:
___________________________________________ :________________________ :__ _____ Address City State Zip code
(____)______-_________ (____)______-_________ ______________________@ _______.____ Daytime Phone No. Cell Phone No. Email Address
B PARTY TO BE AUTHORIZED
______________________________________________ _______________________ ___ Last Name First Name Middle Initial
_______________________________________________________________________________ .
Corporation / Partnership
___________________________________________ :________________________ :__ _____ Address City State Zip code
(____)______-_________ (____)______-_________ ______________________@ _______.____ Daytime Phone No. Cell Phone No. Email Address
C OWNERS DECLARATION
I. ________________________________, being the registered owner of the above noted property hereby authorize the party
stated in Section B of this document to make application for a permit for those projects indicated in Section A of this document on my behalf with the
Building and Plumbing Department of the Town of Cheektowaga in accordance with rules and regulations of the Town of Cheektowaga and the State
of New York.
_______________________________________________ ___/____/20___
Signature: Date:
TOWN of CHEEKTOWAGA
Office of Building and Plumbing Inspections
275 Alexander Street, Cheektowaga NY 14211
TOWN of CHEEKTOWAGA OWNER AGENT AUTHORIZATION
TOWN of CHEEKTOWAGA
Office of Building and Plumbing Inspections
275 Alexander Street, Cheektowaga NY 14211
TOWN of CHEEKTOWAGA ADDITIONS, ALTERATIONS, GARAGES, SHEDS
and DECKS etc.
PROCESSING REQUIREMENTS
1.) Complete the application for Town of Cheektowaga building construction permit.
2.) Applicants who are serving as agents of but are not the property owner, the owner agent authorization form from
the property owner must be submitted authorizing the filing of the permit on their behalf.
3.) On a copy of the property survey draw the location of the proposed structure to the scale of the survey drawing.
Show all dimensions to property lines, ROWs, easements, and existing structures. Include any structure on the
property that is not indicated on the survey.
4.) Provide contractor’s name, address, phone number and certificates of workers compensation, disability insurances
or insurance waivers.
5.) Permits must be obtained to erect or place a pre-constructed shed. If your property address is on Borden Road,
Losson Road or Towers Blvd. an increased front setback applies. The required front yard can be as great as 50
feet. Contact the office of Building Inspections.
6.) Sheds, garages and other accessory buildings may not be located in a required yard and must maintain the
minimum setback distances shown. Sheds may not be located in an easement.
7.) Sheds and detached accessory buildings less than 200 sf in size are not required have a structural slab on grade
foundation. Detached accessory buildings shall not exceed an aggregate area of 750 sf.
# 12
A Street
B S
tre
et
Garage
House Proposed
18’ Dia.
Pool
Deck
Property Lot
Pro
per
ty L
ot
Lin
e
Street ROW Line
Stre
et R
OW
Lin
e
Driveway
Pool pump and filter
under deck 12’-0”
10
’-0
”
EXAMPLE of PROPOSED DECK and SHED LOCATION on COPY of PROPERTY SURVEY
Applicant to plot proposed deck or other structure location, power lines and provide
applicable dimensions on copy of property survey, similar to as shown in red. N N N
8’x 10’ Shed
12’- 0”
9’-
0”
Proposed 12’x 30’ Deck
11
’- 6
”
TOWN of CHEEKTOWAGA Typical Framing and Foundation Details
for Single Story Addition
ROOFING
2 x Rafters o.c.
Shingles
“ Sheathing
# Felt paper
Ice and Water Shield
Drip edge
Roof Pitch
EAVES
“ Gutters
1 x Fascia
Soffit, vented o.c.
2 x Lookout framing
EXTERIOR SIDING
Frieze Board
Siding
House Wrap
“ Exterior Sheathing
INTERIOR FINISHES
“ Drywall ceiling
‘- “ Floor to Ceiling Height
“ Drywall wall board
“ Sub-Flooring
FLOOR and FOUNDATION
2x Floor Joists o.c.
Anchor Bolts every o.c.
Treated sill plate and moisture barrier
“ Foundation Wall with ( ), x vents
grade
8”
min
imum
18”
min
imum
cle
ar
to
cra
wl space g
rade.
FRAMING and INSULATION
R- Attic Insulation
Ventilation Baffles
2x Ceiling Joists o.c.
Double 2 x Top Plates
R- Wall Insulation
2x Wall Framing o.c.
Section
TO
WN
o
f C
HE
EK
TO
WA
GA
Typ
ica
l F
ram
ing
a
nd
F
ou
nd
ati
on
D
eta
ils
for
Fre
es
tan
din
g A
cc
es
so
ry
Str
uc
ture
Typ
ica
l G
am
bre
l R
oo
f S
he
d
Typ
ica
l G
ab
le R
oo
f S
he
d
12’- 0” maximum height
8’- 0”
8’- 0”
gra
de
mid
-poin
t of th
e r
oof
⅜”
x 6
” anchor
bolts
6’-0”
oc typic
al
(2)
# 4
defo
rmed
rebar
typic
al
aro
und p
erim
ete
r
min
imum
6”
com
pacte
d s
tone
min
imum
4”
concre
te p
ad
w/w
wf
and 6
” haunch
Fo
r specific
foundatio
n r
equirem
ents
refe
r to
the o
pposite s
ide o
f th
is s
heet.
2 x
6 f
loor
jois
t
min
imum
4x4 t
reate
d S
PF
¾”
treate
d p
lyw
ood f
loor
deckin
g for
str
uctu
res
under
600 s
.f. A
ll str
uctu
res g
reate
r th
an 6
00 s
.f.
shall
have a
non
-com
bustible
flo
or
syste
m o
r shall
have a
non
-com
bustib
le im
perm
eable
flo
or
fin
ish.
min
imum
6”
com
pacte
d s
tone
FOUNDATION REQUIREMENTS
FOR
RESIDENTIAL ACCESSORY STRUCTURES
1.) Sheds less than 200 sf in size and free-standing unroofed decks not exceeding 400 sf shall not be required to
have a permanent foundation system.
2.) Sheds greater than 200 sf but less than 400 sf in size, constructed with a treated wood foundation system
shall have suitable footings for the wood foundation system of at least six (6) inches of a compacted
stone base as required by Section 403.2 of the 2015 International Residential Code as amended by the NYS
Building Standards and Codes 2016 Uniform Code Supplement.
3.) Sheds, garages and carports greater than 200 sf but less than 600 sf in size and having an overall height
not exceeding 10’-0” above finished grade, shall have a floor constructed with non-combustible materials as
required by Section 309.1 of the 2015 International Residential Code as amended by the NYS Building
Standards and Codes 2016 Uniform Code Supplement and shall be constructed with a slab on ground
foundation system with turned down footings as required by section 403.1.4 and section 403.1.4 of the
2015 International Residential Code as amended by the NYS Building Standards and Codes 2016 Uniform
Code Supplement. The structure shall be secured to the foundation system in a manner consistent with the
requirements of section 403.1.6 of the 2015 International Residential Code as amended by the NYS Building
Standards and Codes 2016 Uniform Code Supplement and shall have a minimum height above the
surrounding grade as required by section 404.1.6 and section 317.1 of the 2015 International Residential Code
as amended by the NYS Building Standards and Codes 2016 Uniform Code Supplement.
4.) Sheds, garages and carports greater than 600 sf in size or having an overall height exceeding 10’-0” above
finished grade shall be constructed with a contiguous foundation system as required by section 403.1.4.1 of
the Residential Code of New York State. A foundation system designed by a licensed New York State
Design Professional as required by section1808.6 of the 2015 International Building Code as amended by the
NYS Building Standards and Codes 2016 Uniform Code Supplement in relationship to the existing soil
conditions (which shall be verified) shall be an acceptable alternative.
5.) No accessory structure or combination of accessory structures shall exceed an aggregate sf area of 750 sf.
½” anchor bolt w/ min. 6” embed-ment 6’-0” o.c. 12” min. from corner.
12” min.
4”
min
.
grade
1;-4
”
4” min. reinforced concrete slab continuous with footing.
Concrete-rated moisture barrier.
4” min. compacted gravel.
Undisturbed or compacted soil.
Finished siding
2X wall framing
½” sheathing secured to wall framing and sill plate min. 12” o.c.
Pressure treated mud sill secured to concrete slab w/ nuts and washers.
TOWN of CHEEKTOWAGA Typical Basement
Emergency Escape Window Detail
5.0 sq. ft. net clear opening
grade
grade
3” min
6” max
4”
maxim
um
4”
minimum
above finished grade
6” minimum
Permanently attached escape ladder for all window wells 44 inches in depth or greater
18” maximum rise and all rises equal
Minimum 9 sq. ft. floor area
36” minimum
horizontal projection
and width
Well cover or grate operational
from inside without keys tools or
special knowledge.
20”
minimum net
clear
24”
min
imum
net
cle
ar
44”
maxim
um
sill
7’-0”
min
imum
flo
or
to c
eili
ng h
eig
ht
Egress Window
min
imum
30”
6” grated drain and
4” pvc drain pipe
4” pvc pipe teed to
perimeter drain or
back to interior drain
and sump pump
Typical Detail
TO
WN
o
f C
HE
EK
TO
WA
GA
Typ
ica
l P
ier
Fo
un
da
tio
n
Pla
n a
nd
D
eta
il
for
Fre
es
tan
din
g D
eck
A
A
12’-0”
6’-0” 6’-0”
12’-0”
6’-0”
6’-0”
PL
AN
VIE
W
12”
dia
mete
r concre
te
pie
rs p
oure
d in
sono-t
ube
sle
eves, a m
inim
um
42”
belo
w g
rade t
ypic
al.
Se
cti
on
A-A
A
lte
rna
te
EIT
HE
R
PIE
R / P
OS
T A
TT
AC
HM
EN
T IS
A
CC
EP
TA
BLE
Min
imum
4x4
pre
ssure
tre
ate
d S
PF
or
cedar
post.
1”
- 1½
” above
gra
de
gra
de
12”
12”
6”
min
imum
#2 s
tone
42” minimum
Concre
te p
laced
in s
ono-t
ube
type s
leeves
12” 6”
○ ○
○
○
4”
- 6”
above
gra
de
stirr
up type
post
anchor
gra
de
12”
Concre
te p
laced
in s
ono-t
ube
type s
leeves
minimum #2 stone
X-b
racin
g b
etw
een
posts
required
TO
WN
o
f C
HE
EK
TO
WA
GA
Typ
ica
l F
ram
ing
P
lan
a
nd
D
eta
ils
for
Fre
es
tan
din
g D
eck
⅜”
x 4
½”
galv
aniz
ed
bolts,
washers
and
nuts
, in
a
W p
att
ern
12”o
c
2x_
__
SP
F g
irders
Double
2x t
o 4
x
galv
aniz
ed p
ost cap
w/
galv
aniz
ed n
ails
○
○
○
○
1½”
minimum
4x4
SPF
po
st
1½”
minimum
3½
”
1½
”
as req’d
De
tail ‘
A’
No
tch
ed
Po
st
Co
nn
ec
tio
n
⅜”
x 7
” galv
aniz
ed b
olts,
washers
and n
uts
tw
o (
2)
each s
upport
5½
” 2½
”
3”
1½”
minimum
6x6
SP
F p
ost 1½”
minimum as req’d
2-2
x___
SP
F g
irder
3½
x___
notc
h in
post
15’ -
1½
”
15’ - 1½”
16”
16”
16”
16”
16”
16”
16”
16”
16”
10’ - 3½” 3’ - 4” 1’ - 6”
3’ -
8”
2’ -
0”
5/4
Tre
ate
d S
PF
att
ached w
/
# 8
x3”
deck s
cre
ws 1
6”
oc
Double
2x6 T
reate
d S
PF
girder
att
ached t
o e
ach 4
x4 p
ost w
ith
⅜”
galv
aniz
ed b
olts,
washers
and n
uts
2x6 T
reate
d S
PF
rim
jo
ist
2x6 T
reate
d S
PF
jo
ist t
ypic
al
1x8 T
reate
d S
PF
fascia
PL
AN
VIE
W
1x8 T
reate
d S
PF
fascia
2x1
0 s
tair s
trin
ger
each s
ide
4’ - 0”
2x1
2 s
tair tre
ads
meta
l sta
ir b
rackets
concre
te p
ad
12”
dia
mete
r concre
te p
iers
see f
oundatio
n locatio
n p
lan
18”
maxim
um
cantile
ver
B
2x6 T
reate
d S
PF
handra
il
4x4 T
reate
d S
PF
guard
rail
posts
V
iew
Se
ctio
n “
B”
on
re
vers
e
sid
e o
f t
his
do
cum
ent.
Sta
irs:
S
tairs s
hall
be
constr
ucte
d a
s p
er
the p
rovis
ions o
f th
e R
esid
ential
C
ode o
f N
ew
York
Sta
te.
Wid
th:
S
tair
wa
ys s
hall
not b
e less than t
hirty
six
(3
6)
inch
es (
914m
m)
in
cle
ar
wid
th a
t all
po
ints
abo
ve t
he p
erm
itte
d h
andra
il h
eig
ht a
nd
belo
w th
e r
eq
uire
d h
eadro
om
heig
ht.
Ris
ers
:
T
he m
axim
um
ris
er
shall
be n
o g
reate
r th
an e
igh
t a
nd
one q
uart
er
(8
¼)
inch
es (
209m
m).
T
he g
reate
st ri
ser
he
ight sha
ll not excee
d
th
e s
malle
st b
y m
ore
than t
hre
e e
ights
(⅜
) in
ch (
9.5
mm
) w
ithin
an
y f
ligh
t of
sta
irs.
Tre
ad
s:
T
he m
inim
um
tre
ad d
epth
shall
be n
ine (
9)
inch
es (
229
mm
). T
he
tr
ead d
epth
sha
ll be m
easure
d h
ori
zonta
lly b
etw
een
th
e v
ert
ical
pla
nes o
f th
e f
ore
most pro
jection
of
the a
dja
cent
tread
s. T
he
gre
ate
st sh
all
not excee
d th
e s
malle
st tr
ead d
ep
th b
y m
ore
than
th
ree e
ights
(⅜
) in
ch (
9.5
mm
) w
ithin
an
y f
light
of
sta
irs.
Lan
din
gs:
T
here
shall
be a
land
ing a
t th
e t
op a
nd b
ott
om
of
each s
tair
wa
y
and s
hall
ha
ve
a m
inim
um
dim
ensio
n o
f th
irty
six
(36)
inches
(9
14m
m)
in the
dir
ectio
n o
f tr
ave
l
Han
dra
ils:
H
and r
ails
shall
be p
rovid
ed o
n a
t le
ast
one s
ide o
f ea
ch
contin
uous r
un o
f sta
irs w
ith f
our
(4)
or
more
ris
ers
. H
andra
ils
shall
be c
ontinuo
us f
or
the e
ntire
run o
r flig
ht of
sta
irs.
T
he h
andra
il sh
all
not b
e le
ss than th
irty
four
(34)
inch
es (
864m
m)
nor
more
than th
irty
eig
ht
(38)
inch
es (
965m
m)
and s
hall
be
m
easure
d v
ert
ica
lly f
rom
tre
ad n
osin
g o
r la
ndin
g s
urf
ace.
H
andra
ils r
unn
ing a
dja
cent
to w
alls
sha
ll ha
ve a
space
not
less
th
an o
ne
an
d o
ne h
alf (
1½
) in
ches b
etw
een t
he w
all
and th
e h
and
ra
il.
Se
cti
on
B -
B EQ
EQ
EQ
8¼”
maximum rise, all risers to be equal in height
Height of Deck above grade
2’ x 4
’ x 4
” concre
te p
ad
2”
min
imum
com
pacte
d s
tone
gra
de
¾”
to 1
¼”
nosin
g t
ypic
al
¾”
to 1
¼”
nosin
g t
ypic
al
6”
min
imum
overh
ang
34” to 38”
2x6 h
and
rail
4x4
rail
post
2x6 r
ail
cap
36” minimum
¼”
x 4
” galv
aniz
ed b
olts,
washers
and n
uts
, secure
tw
o (
2)
to e
ach s
upport
post
at
handra
il and
str
inger
2x2 h
and
rail
support
post
9”
min
imum
run,
all
treads t
o b
e
equal in
depth
2x8 p.t. deck joist and
galvanized joist hanger, sloped
away from house
2x4 wall stud
2x4 sole plate
¾” plywood
sub-floor
2x12 floor joist
2x12 rim joist
mud sill and
moisture barrier
continuous copper or
aluminum flashing
exterior sheathing,
with house wrap or
felt paper
exterior shingles or
vinyl siding
siding starter course ¼” above
decking, continuously caulked
with polyurethane caulk
2x10 p.t. rim joist
existing grade
concrete foundation wall
and anchor bolt
½” hot dipped galvanized through
bolts 19” to 36” oc staggered as
per Table R507.2
hold down device secured
at each joist w/ ⅜” x 3” lag
bolts as per manufacturer
p.t. plank decking
For bolt treads to engage the
wood fibers fully, the pilot hole
should be slightly smaller than
the diameter of the lag bolt.
Lag bolts should penetrate the
rim joist fully.
The tip doesn’t count.
½” hot dipped galvanized lag
bolts 10” to 30” oc staggered
as per Table R507.2
Add drip cap flashing
above the siding, and tuck
it behind the house wrap
or felt paper. This detail
should be the same as the
flashing above the ledger
TOWN of CHEEKTOWAGA Typical Deck Attachment
to Existing House
Note:
Through bolts are the best choice for fastening the
ledger, but they do no good if fastened to rotten
wood. Meticulous flashing and caulking stops rot
before it starts.
TO
WN
o
f C
HE
EK
TO
WA
GA
Typ
ica
l M
ob
ile
Ho
me
A
dd
itio
ns
TWO SIDES OF THIS STRUCTURE ARE TO BE KEPT OPEN
AT ALL TIMES
OPEN OPEN
CONCRETE DRIVEWAY
AND PAD
EXISTING MOBILE HOME
MINIMUM 4x4 SUPPORT POSTS FOR FREE-STANDING CARPORT CARPORTS MAY BE ATTACHED TO THE MOBILE HOME IF THEY ARE DESIGNED BY A LICENSED NYS DESIGN PROFESSIONAL AND A STAMPED DRAWING IS PROVIDED.
DR
WD WD
WD
C
AR
PO
RT
THIS ROOM SHALL NEVER BE USED FOR THE STORAGE OF
MOTOR VEHICLES
EXISTING MOBILE HOME
MINIMUM 4x4 SUPPORT POSTS FOR FREE-STANDING STRUCTURE FLORIDA ROOMS MAY BE ATTACHED TO THE MOBILE HOME IF THEY ARE DESIGNED BY A LICENSED NYS DESIGN PROFESSIONAL AND A STAMPED DRAWING IS PROVIDED.
DR
CONCRETE
DRIVEWAY
AND PAD
WD
WD WD
DR
DR
F
LO
RID
A R
OO
M
EXISTING MOBILE HOME WITH ASSUMED MINIMUM ½ INCH GYPSUM BOARD
OR EQUIVALENT INTERIOR FINISH ALONG THE
ADJACENT EXTERIOR WALL.
MINIMUM 4x4 SUPPORT POSTS FOR FREE-STANDING STRUCTURE GARAGES MAY BE ATTACHED TO THE MOBILE HOME IF THEY ARE DESIGNED BY A LICENSED NYS DESIGN PROFESSIONAL AND A STAMPED DRAWING IS PROVID-
DR
CONCRETE
DRIVEWAY
AND PAD
WD
WD WD
DR
OVER HEAD
GARAGE DOOR
OR OPENING
Entry door shall be replaced with a
minimum 1⅜ inch thick solid wood
door, solid or honeycombed steel
door 20 minute fire rated door
with a self-closing device.
REMOVE EXISTING WINDOW, FRAME OPENING
AND FINISH WITH ½ INCH GYPSUM BOARD OR
EQUIVALENT INTERIOR FINISH, TAPED AND
SEALED.
G
AR
AG
E
IN H
ABIT
ABLE S
PACES S
UCH
AS,
BED
RO
OM
S,
LIV
ING
RO
OM
S,D
ININ
G R
OO
MS A
ND
RECREATIO
N R
OO
MS E
TC.
TH
E R
EQ
UIR
EM
EN
TS F
OR L
IGH
T,
VEN
TIL
ATIO
N A
ND
EG
RESS M
UST B
E M
AIN
TAIN
ED
AS F
OLLO
WS:
NA
TU
RA
L L
IGH
T:
AN
OPEN
ING
(S)
EQ
UAL T
O A
T L
EAST 8
% O
F T
HE R
OO
M’S
GRO
SS F
LO
OR A
REA.
NA
TU
RA
L V
EN
TIL
AT
ION
:
AN
OPEN
ING
(S)
EQ
UAL T
O A
T L
EAST 4
% O
F T
HE R
OO
M’S
GRO
SS F
LO
OR A
REA.
EM
ER
GEN
CY
EG
RESS:
AN
OPEN
ING
HAVIN
G A
NET C
LEAR O
PEN
ING
OF N
OT L
ESS T
HAN
5.7
SQ
. FT.
AN
D
A N
ET C
LEAR O
PEN
ING
DIM
EN
SIO
N O
BT
AIN
ED
BY T
HE N
ORM
AL O
PERATIO
N S
HALL N
OT B
E L
ESS T
HAN
24
INCH
ES IN
HEIG
HT A
ND
NO
T L
ESS T
HAN
20 IN
CH
ED
IN
WID
TH
.
N
OT
E
TO
WN
o
f C
HE
EK
TO
WA
GA
Typ
ica
l F
ram
ing
a
nd
F
ou
nd
ati
on
D
eta
ils
for
Fre
es
tan
din
g A
cc
es
so
ry
Str
uc
ture
s
1” -
1½
”
above
gra
de
gra
de
Concre
te p
laced
in s
ono-t
ube
type s
leeves
Concre
te p
laced
in s
ono-t
ube
type s
leeves
Min
imum
4x4
pre
ssure
tre
ate
d S
PF
or
cedar
post
.
Min
imum
4x4
pre
ssure
tre
ate
d S
PF
or
cedar
post
.
EXISTING MOBILE
Typic
al Fre
e S
tandin
g C
onst
ructi
on
Secti
on
Typic
al pie
r fo
undati
on s
ee
Pie
r Foundati
on D
eta
il
sheet
for
size
requir
em
ents
and a
ttachm
ent
deta
ils
_______ r
oofi
ng
______ u
nderl
aym
ent
__________ sh
eath
ing
___x___ r
oof
raft
ers
____ o
c
___ ___ x
____ b
uilt-
up g
irders
, both
ends
Typic
al post
cap
Exis
ting C
oncre
te p
ad
__ x
___ f
asc
ia b
oard
wit
h
conti
nuous
meta
l dri
p e
dge
_____ g
utt
er
and d
ow
nsp
out
raft
er
Exis
ting M
obile H
om
e
Do n
ot
secure
fre
e-s
tandin
g
stru
ctu
re t
o m
obile h
om
e !
6”
6”
Min
imum
overl
ap
each s
ide
Min
imum
.027 c
onti
nuous
alu
min
um
fla
shin
g s
eal at
conta
ct
wit
h r
oof
DETA
IL “
A”
TO
WN
o
f C
HE
EK
TO
WA
GA
Typ
ica
l P
ier
Fo
un
da
tio
n
Pla
n a
nd
D
eta
il
for
Fre
es
tan
din
g D
eck
Co
nti
nu
ou
s P
os
t
Min
imum
4x4
pre
ssure
tre
ate
d S
PF
or
cedar
post.
stirr
up type
colu
mn b
ase
gra
de
○ ○
○
○
4”
- 6”
above
gra
de
12”
min
imum
1”
- 1½
” above
gra
de
gra
de
12”
6”
min
imum
#2 s
tone
42” minimum depth
Concre
te p
laced
in s
ono-t
ube
type s
leeves
12”
min
imum
gra
de
Min
imum
4x4
pre
ssure
tre
ate
d S
PF
or
cedar
post.
Min
imum
4x4
pre
ssure
tre
ate
d S
PF
or
cedar
post.
Concre
te p
laced
in s
ono-t
ube
type s
leeves
Typ
ica
l P
os
t B
as
e A
tta
ch
me
nts
4”
- 6”
above
gra
de
12”
min
imum
stirr
up type
ele
vate
d p
ost base
Concre
te p
laced
in s
ono-t
ube
type s
leeves
42” minimum depth
○ ○
○
○