2005-648 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
42 Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20050648 Date Issued: Tuesday, December 13, 2005
This is to certify that work requested to be done as shown by Permit Number P20050648
has been completed.
Tax Map Number: 523400-289-012-0001-014-000-0000
Location: 22 BERRY PATCH Dr
Owner: DAVID & JANET ZACK
Applicant: DAVID & JANET ZACK
This structure may be occupied as a:
Porch & Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050648 Application Number: A20050648
Tax Map No: 523400-289-012-0001-014-000-0000
Permission is hereby granted to: DAVTD& JANF,T 7,AC'K
For property located at: 22 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: DAVID & JANET ZACK
22 BERRY PATCH Dr Porch&Deck $2,000.00
Total Value $2,000.00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2005-648
144 SQ FT SCREENED PORCH& 228 SQ FT DECK
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 07, 2006
(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 T i, o ueen e e y, September 07, 2005
SIGNED BY 4for the Town of Queensbury.
Director of Building&Code Enforcement
Permit No. 05--y
,uilding &Codes Office-Department of Community Development-Town of Queensbury Fee Paid
'42 Bay Road,Queensbury,NY 12804
)ave Hatin, Director codes@aueensburv.net
'hone: (518) 761-8256 FAX: (518) 745-4437
4ccessory Structure Building Permit Application
kpplication & Plans subject to review before issuance of a valid permit for construction.
any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck,
etc. (not necessarily limited to the list below). Refer to attached informational Brochure No. 3
istructions: A permit must be obtained before beginning construction. No inspections, will be made until the
)pplicant has received a valid building permit. All applicants' spaces on this application must be completed and
-)ust appear on the application form.
Applicant/Builder _P4&JA 4 Z/t C& Owner: 22�t_N"4e,
Address: 22 &e2M)Z P4;1c& AR/ic_ Address:
Home Phone: 292 Home Phone:
Email Address: Email Address:
Cell Phone: Cell Phone:
FAX Phone: FAX Phone:
erson responsible for supervision of work with respect to building and codes compliance:
Name: 2-A[i4
Address: Phone.�)1L- 22
ocation of proposed construction: Lot No. 13 Legal Address: T 0. ��
ax Map Number: . i' / " i�7 Subdivision Name: �M+�
stimated Cost of Construction: $ 2 '060:
)oes an accessory structure currently exist on the property? ,Yes / No
If YES, list all existing accessory structures:
Proposed Construction 111 floor 2 d floor Total Proposed Height
sq.ft. sq.ft. S .tt ft.&in.
Open Porch
Covered or Englosed Porch
(considered floor area&must comply to FAR [Floor Area Ratio]
requirements if the structure is located in the Waterfront
Residential zone. i 'T
3-season por considered an enclosed porch.
Deck 122 �I Ton
Boathouse
Boathouse with sundeck
DOCK
Shed
Pole Barn
Detached Garage 1, 2, 3 car
Other Accessory Structure:
applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review.
he Building and Codes Office will allow commencement of your proposed project only after
;suance of your permit.
eclaration: Please sign below after you have carefully read the statement:
:) the best of my knowledge, the statements contained in the application, together with the plans and
Decifications submitted, are a true and complete statement of all proposed work to be done on the described
remises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the
,roposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner.
urther, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
,eing issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a
tensed surveyor, drawn to scale, showing actual location of all new construction.
)ate: ¢-/5�'�5 Applicant/Builder Signature:
he application of dated is hereby approved and;
)ermission granted fort Ie construction, reconstruction or alteration f as building/and or accessory structure as set
orth above. ��u 1
Date: Authorized Signatur6- AA
n ,
\Sue Hemingway\Building.Permit.FOR MS\Accessory Structure Permit Application.doc V:12/28/04
• Lr Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/pm Depart: y. f�y am/pm
Date Inspection request received: — Inspector's Initials: f
NAME: z-CVC PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments
Yes No N/A n
BuildingNumber/Address visible from road CA
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade /
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more v
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safe lazin /Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Batterybackup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Tern 110
Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood tj6WXgtification,if required
O y to issue C/ C/O[Temporary/Permanent
L:�uilding rms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc
C/1 3(,,a--- &0
Foundation Inspection Report
Office No. (518) 761-82.56 Date Inspection request received: _
Queensbury Building& Code Enforcement Arrive: anv I ign Depart. ,6 m/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
1
NAME: _ "Z � PERMIT#: u � /
LOCA'CION: a-. ��. _ INSPECT ON_:
TYPE OF STRUCTURE:
Comments
— —
Piers �A
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site. _
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing 1
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfrll Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R- _
Rough Grade 6 inch drop within 10 ft.
L kSueHemingway'Buiiding.Codcs.Inspection,FORMSToundation Inspection Report.doe January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date inspection request received: cl/z,3 05
Queensbury Building&Code Enforcement Arrive: am/pm Depart: in
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: _
LOCATION: 613- uZ-4 o glc O� INSPECT ON: O
TYPE OF STRUCTURE:
YX N N/A COMMENTS
Framing
5Y
Attic Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers i
Jack Posts/Main Beams i
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/z 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 %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
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CUSTOM VIEW
CUSTOMER -- DICK BARDIN
DATE 07/31/05 REF Deck05212
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2XV overlays (doubled
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4X4 support posts. with 8' spacing
$" diameter
concrete filled sono tubes 4'
below grade level
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LOAD AND SUPPORT: Your deck will support a 68 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 36" from the top of decking to level ground.
The top of the deck support posts will therefore be 25.25" above ground level. . Your salesperson
i
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 16" center to center.
NOTE: The design may require knee braces and bridging between joists. Your materials list includes
the necessary items. The suggested design is not a finished building plan. You are responsible for
all measurements being correct, for verifying that the design (and any substitutions or modifications
that you make) meets all local building codes and requirements. To verify that the suggested design,
and any substitutions or modifications, is consistent with conditions at the construction site,
review the design with your architect. Also consult your architect for proper construction and use
of materials in the structure.
Be sure to follow the deck construction detail available from your store salesperson.
�e
10' 5 3/4"
i
A
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 31' 3" 8 7' 83/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
4A-k
161N4 BF.N r 12y)7 PSF
( SHEI-
iF4 lC3x+ 19 PST
�7 p�l;
BEAMS; 2-2XI DEFLECTION 11'6 PSF
B:EMING 84 PSI"
7 9 F F'
CO
;FSSI +7 236 ;9 ?NSF
Z-OLTS 112`.W '3HP" -k 1994 PSF 1994 PSF
PClSTS- 4X4 STABIT,ITY 399 P:SF 399 PSF
TOT.A-L LOAD 79 PSF
DFAAD LOAD 10 F S r
-L LOAD
t1 69 PSF
STR;INGER 2X12 DEFLECTION 153 PSF
BENDING 126 P S F "
SN Fi 132 PSF
COMPRESSION 52 P3F
TOTAL LOAD 126 PSF
MAD LOAD 10 PSF
LIVE LOAD 116 F5r"
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Date
NO EMBER 18, 2004
Scale 1'=30'
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MAP REFERENCE: -
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MAP OF A SUBDMSION
MADE FOR
RICHARD P. SCHERMERHORN
DATED NOVEMBER 5. 2002
LAST REVISED JUNE 23. 2003
BY VAN DUSEN ♦ STEVES
LAND SURVEYORS
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169 Haviland Road Queenabury, New York 12804 AGENCY AM IE DOW"a""M LWED MENEM AM Town of Queensbury, Warren County, New York
TO T!ASOMIMS Or TPE UMW 1MSMLMM.' T ♦ B
(518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 023 -13