2011-276 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12864-5902 (518)761-8201
Community Development -Building & Codes. (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20110276 Date Issued: Wednesday, May 23, 2012
This is to certify that work requested to be done as shown by Permit Number P20110276
has been completed.
Location: 15 MEADOWBROOK Rd
Tax Map Number: 523400-303-005=0001-005-000-00.00
Owner: JANET J WHALEN
Applicant: JANET J WHALEN
This structure may be occupied as a:
Deck By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy 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 Planning Board Director of Building&Code Enforcement
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
r BUILDING PERMIT
Permit Number: P20110276 Application Number: A20110276
Tax Map No: 523400-303-005-0001-005-000-0000
Permission is hereby granted to: JANET J WHALEN
For property located at: 15 MEADOWBROOK Rd
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. Twe of Construction Value
Owner Address: JANET J WHALEN
15 MEADOWBROOK Rd Deck $3,000.00
QUEENSBURY,NY 12804-0000 Total.Value $3,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
NORTH COUNTRY CONSTRUCTION
792-0315
104 TUTHILL Rd
OUEENSBURY NY 12804-0000
Plans&Specifications
2011-276 HOLD needs Area Variance per C. Brown,ZA letter dated June 23;2011
280 sq ft deck
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,July 22,2012
(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 wn o ueen ?uty;, r (gy,July 22,2011
for the Town of Queensbury.
SIGNED BY ` Q ury.
Director of!Building&Code nforcement
-.-................................"ICE USE.ONLY __.,._,....._. .._... % �..�.�.�.�.�.�. .%
j
TA3,S
eMAP 0. PERMIT N0. J
a� JUN:
FEE PAID BLDG. &CODES APPROVAL 10 0
I
TOWN OF QUEENSBURY
...........................................
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structure (house) to include, but not limited to:
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED
A VALID BUILDING PERMIT.
OWNER: Gt 'f /l INSTALLER/BUILDER: ,, bj�
ADDRESS: 61 Ir ADDRESS: j ��
PHONE NOS. . rV PHONE NOS.
LOCATION-OF PROPERTY: / SUBDIVISIONN NAME:
LOCATION OF PROPOSED CONSTRUCTION AN /OR INSTALLATION: bac C- U I(JU S p �j
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑YES NO
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL:
ESTIMATED COST OF CONSTRUCTION: $`960h, ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 1AA lee PHONE:
st HD PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT FT.&IN.
OPEN PORCH
DECK XP X 1 /YX
44
3 SEASON,COVERED OR ENCLOSED PORCH' 15 V
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE:
`CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO].REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge, the statements contained in the application, together with the plans
and specifications submitted, are a true and complete statement of all proposed work to be done
on the described premises and that all provisions of the Building Codes, the Zoning Ordinance,
and all other laws pertaining to the proposed work shall be complied with, whether specified or
noted, and that such work is authorized by the owner. Further, it is understood that I/we shall
submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested
by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed
surveyor, drawn to scale, showing actual location of all new
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
Queensbury Building & Code Enforcement - Residential Anal Inspection
Office No. (518)761-8256 o Arrive: am/pm Depart: am/pm
Date Inspection request received: — ' al Inspector's Initials:
NAME: �Q, PERMIT#: ! I
LOCATION: /,S M�� d . 9 br DATE:
TYPE OF STRUCTURE: fly n K
Comments:
Yes- No N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors .-
Handrail 4 or more risers l v
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
urination at Newell Post or Wall
'iqerior/Exter!61 Railings 34 inches to 38 inches
Deck Bra ' /Handicapped Ramp Compliant
GrUTe—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
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
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 to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test Certification
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 Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%"Gypsum
Basement stairs closed rise>4 inches
-Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Gas Lo s in Sealed or Glass Enclosure
Final Electrical;Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent
LABuilding&Codes FormslBuilding&Codesllnspection FormsWesidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08,Revised 12/22/10,Revised 04/13/11
.503 COMMONWEALTH ONWEALTH ELECTRICAL INSPECTION SERVICE,INNC? e ✓
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No..........................................,�� Cert. 7N® 190 01 Cut-in Card No.....................................
Owner..............t./......... ......................................................................./....................................
... .......�—.............................................t.?L.. .......
Installation Consisting of.��.....tf��..r ....................... L'�1 ..............................
....................................................................................................................................................................................
....................................................................................................................................................................................
Z.
Installed By........�!.... /I6...&.6�a. 7.....................................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be pro tly made for inspection.
Inspectors of this Company shall have the privilege of making i pect' as at any time, and if its
rules are violated,the Company shall have the right to re o is cer e.
Date..../�� l....................... INSPECTOR
. .... ... ................. ................. ......................................................
M.-h-N R P A l A F l
l=S
Framing / Firestopping Inspection a rt
Office No. (518)761-8256 Date In
Queensbury Building.&Code Enforcement Arrive: = a rt: /pm
742 Bay Road, Queensbury, NY 12804 _ Ins r'i Initial
NAME: Vk Qr ERMIT 9: I
LOCATION: v INSPECT ON:
TYPE OF STRUCTURE:
Y N hILA Framing COMMENTS:
Wfc-Abcess 27 x 30"minimum
'Jack Studs/Headers �—
BracingBridging Joist
Joist hangers
Jadc Posts/Main Beams
Exterior sheeting nailed property
12"O.C. .
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom.6 ft. 8 in. � � V
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 Yz w 16 gauge 8 16D naus each aide
Draft stopping 1,000 sq.ft. floor trusses
Anchor Bolts 6 ft. or less on enter
Ice and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall.2, 3, 4 hour
Firestopping
Penetration seated
16 inch insulation in Wft 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. CM
5.7 sf above/below grade
5.0 sf grade
L-SuIlding&Codes Forms-OLOV3uli ft&CodesUnapeftn Fom7rarning 01redoong IngWdlon Report doc Revised January 7,2008
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: ' am/pm Depart%o�_am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: �. w PERMIT#: l. c;Z7�
LOCATION: 5 M i-&d(&J INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings n
'ers ' v
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
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 12/20/2005 9:24:00 AM
7k" rzsldt�
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: _
Queensbury Building 8t Code Enforcement Arrive: am/pm Depart. \ am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: FT
NAME: I f PERMIT#: 11-2
7K
LOCATION: - INSPECT ON: r--
TYPE OF STRUCTURE:
Comm n
Y N NA
Footings
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
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:\Buliding&Codes Forms\Building&Codes\Inspection Fonms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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CROSS-SECTION
CUSTOMER -- JEFF ��� _ 71 •
DATE 06/10/.11 REF inglce je �wC/
TOWN of QUEE CO
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123 STREET RD.
CITY, ST
(800) 555 1212
11' 11 1/2"
A
2' 1/2"
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19' 10 11'2" 4 6' 1 3/4".
ost spacing is measured cen -center. `
Depth of concrete footers --- 48"
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STRESS -ANALYSIS
CUSTOMER: JEFF
DATE: 06/10/11 DESIGN: INGLEE JE REF: 11161075 . ZP1
SALESMAN #
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X10 DEFLECTION 134 PSF
16" BENDING 121 PSF
SHEAR 126 PSF
a COMPRESSION 166 PSF 121 PSF
BEAMS 2-2X10 DEFLECTION 315 PSF
BENDING 132 PSF
SHEAR 86 PSF
COMPRESSION 245 PSF 86 PSF
BOLTS 1/2" SHEAR 306.5 PSF 3065 PSF
POSTS 6X6 STABILITY 1026 PSF. 1026 PSF
-----------------------------------
TOTAL LOAD 86 PSF
DEAD LOAD 10 PSF
LIVE LOAD 76 PSF
-------------------------------------------------------
STRINGERS 2X12 DEFLECTION. 292 PSF
BENDING 239 PSF
SHEAR 17.0 PSF
COMPRESSION 657 PSF
-----------------------------------
TOTAL LOAD 170 PSF
DEAD LOAD 10 PSF
LIVE LOAD 160 PSF
-------------------------------------------------------
A VE
NU
............
E .
03
100,
29.2
Area q
10019.43 sq. ,ft.
0.23 Acres O
W _
O 32.0 l
O
N
o tr PROPOSED
O14X20 .
_ DECK I' STORY O
WOOD FRAMED N O O
HOUSE
4G.4- U
28.9 O
29.2
a PROP05ED
GARAGE W
Ner r00.00 ll ASPHALT DRIVE
36°fir L .
4.2
IPF
LANDS N/F OF
COLLETr
4027/ 1 29 i
20 ��-27�
Map of a Survey made for