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

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TO

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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

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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

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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

○ ○

○

○