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TOWN OF QUEENSBURY
eaki
Vro 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20150293 Application Number: A20150293
Tax Map No: 523400-289-012-0001-019-000-0000
Permission is hereby granted to: PIERRE & RUTH CASTONGUARY
For property located at: 12 BERRY PATCH Dr
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: PIERRE& RUTH CASTONGUARY Deck $2,000.00
12 BERRY PATCH Dr Total Value
QUEENSBURY,NY 12804-0000 $2,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2015-293
Deck (expansion of existing deck) 180 s.f.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 13, 2016
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To eensb A 1 n;f. ly 13,2015
SIGNED BY L t for the Town of Queensbury.
Director of Building&Code Enforcement
•
Office Use Only
ACCESSORY STRUCTURE APPLICATION
Received
uI
DATE Z
-- � �
TAX MAP ID ZBej• i2 -1-ny -�__l mu iia t .,
ZONING JUL 0 7 201kec
HisToRlc SITE Yes X No
{� • •. vats
SUBDIVISION NAME reemtlii1d1 ,n G/l.at I N OF QUEERSBURY
(� G& CODAS
APPLICANT 2A.i 2 f gCaA/ n U OWNER 5e-
G. f a �i c L c.✓1
ADDRESS (a. {3 M. 17' OF. ADDRESS
taee nti v4-. M ( ar o l
Imeq
PHONE 6/q- //' { - �I U/J PHONE
.
CONTRACTOR e-/ COST OF CONSTRUCTION(ESTIMATED):
$ RI 070
ADDRESS: A/1 BUILDING ADDRESS: 5
PHONE: N/' q
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Vzi4lte- ad-511F)CA-// PHONE /r� I$-110/1
work 515 5 -5,5/l
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse 1st floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height
Boathouse with Sundeck
Deck ela- -//7 ,tbeino/�
. (9-s- e
( � dt'ck / Sa / go ;�
Detached Garage(#of cars )
Dock
Pole Barn
Porch-open
**Porch-3 season,Covered, Enclosed
Shed
Other Accessory Structure(s)
**Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone
DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans and supporting materials are a true & complete statement description of the work proposed, that all work will
be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with
local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy. I also understand that I/we are required to provide an as-built s ey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occ
✓I have read and agree to the above: Print Name: k _'`�� Date: 7 7
5
Signature: - L ! v/I S u • Date: I -5
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
Town of Queensbury Building & Code Enforcement -112-1
Office No. (518) 761-8256 I_3
Framing I Firestopping Inspection Report
Inspection request received: el t312c13
Name: aS V\ U .. X Inspected on: 1 (2-QA
Location: I'Z Evrrti \)a;>-Lk Arrive: / a.m.l p.m.
Permit No.: 205- 213 Inspector's Initials:/ ' ,►v11
TYPE OF STRUCTURE: j, )v
Y N NIA COMMENTS:
It Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers GG��
Truss Specification Provided ReitlY:e., u QR
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
•
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft.8 in.
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 1/2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft.floor trusses
Anchor Bolts 6 ft.or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2,3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 1/2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in.(H)
20 in.(W)
5.7 sf above/below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing / Firestopping Inspection Report
MO N
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection r + -d: -4131\20A5
Queensbury Building&Code Enforcement Arrive: / Depart:
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials j
NAME: C,ASgMNCA P IT#: '2<i.3
LOCATION: I c Lt-t INSPECT ON: &I34205
TYPE OF STRUCTURE:
Comments
Y N N/A o
Footings II
Piers p L 320 4902-
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection om freezing
for 48 hours following the placement
of the concrete. - 1�
Materials for this purpose on site. fC1 \ \ �
•Foundation/Wallpour �i•��
Reinforcement in Place C�
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
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Suspending and Stabilizing Pier Tubes
aa
2x4 is attached Concrete piers and wider footings con be formed in a
to tube. single pour. The pier tube must be suspended so that
itis level with the top of the footing. The footing is
formed either by the earth itself or by wood forms.
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y1 L wider than dip,' "I
-< 12 in.(b in.radius) > I
APP`-�` I -r , _, ` '\ -
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This method requires a hole I i
as wide as the diameter of I I
the footing,and a pier tube. �
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24 in. \ �• \1401117#'
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If a big hole needs to be dug to \
allow for large footings,a separate — Wood-formed
form for the tooting must also be built. ---.. footing
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68 Chapter 3
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L 31'
_ 11" 6
well I ikwe
TER RACE
All io"
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Pl-of o!5qj oozc,� -j,
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Deck Permit Application
Addition to Existing Deck
Pierre & Ruth Castonguay
12 Berry Patch Dr
Queensbury NY 12804
Date: July 6, 2015
OVERVIEW
*** NOT TO SCALE ***
Dimensions are approximate
Existing Deck I New Addition
Constructed in 2005 by owner To be constructed by owner
<--------------- 89 ---------------' j< ------------- 120 ----------------------- >
csur�I?fNG�$COQ Op�� YES
t !
169
.C" "A"
�a Existing Deck 192
(16 feet;
30
"B"
72 f
-- -------------------------�
<----------------------------------------------------- 240 ------------------------ -----------------------------'
I
Existing "A" 192 x 89 = 119 sq. ft.
Existing "B" 151 x 72 = 76 sq. ft.
Existing "C" 121 x 120 /2 = 50 sq. ft.
Estimated total area of existing deck. 245 sq. ft.
Expansion 216
Approx. 48" above (18 feet)
surrounding surface
i
A
24
i
--- -------- --- y
Door,
I
<----------------------------- 144 ------------------ >1
I
Estimated total area of addition
216 x 120 = 180 sq. ft.
FILE COPY
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination, compliance
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the Building Codes of
New York State.
TOWN OF OUF f '�
BUILDING
Reviewed- r,_•,�.�
Date:°
Tab: Deck (OVERVIEW) Print Date: 7/6/2015 9:39 AM
file: Deck Design (V14).xlsx Page 1 of 2
t
Addition to Existing Deck
Pierre & Ruth Castonguay
12 Berry Patch Dr
Queensbury NY 12804
Date: July 6, 2015
Existing 2"x10" P.T. beam tied-
into'new' 2"x10" P.T. beam
Deck Addition Details
To be constructed by owner in
similar style to existing deck/construction
Tab: Deck -Joist
file: Deck Design (V14).xlsx Page 2 of 2
Existing underground well water piping and
well electrical power
*** Handrail: 4"x4" supports with spindles ***
Similarto existing handrails ... X5 typical
4"x4" cedar post on 60" center bolted to
understructure. 2"x4" cedar top/bottom rails with
3/4" aluminum spindles on 3-1/2" spacing.
Print Date: 7/6/2015 9:39 AM