2006-574 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20060574 Date Issued: Friday, September 21, 2007
This is to certify that work requested to be done as shown by Permit Number P20060574
has been completed.
Location: 17 HONEY HOLLOW Rd
Tax Map Number: 523400-308-018-0001-020-000-0000
Owner: MARK & LENA POSNIEWSKI
Applicant: MARK & LENA POSNIEWSKI
This structure may be occupied as a:
Garage - 2 Cars Detached By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property ` 1 f`
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.
1
OFFICE USE ONLY
TAX MAP NO. � PERMIT NO.
FEE PAID l IIL? 1: CODES APPROVAL AUG 1 6 2006
•
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: thafIC 90-C 4 � '5 { INSTALLER/BUILDER:
ADDRESS: /7 A4" "7 1,1,0 CA-) ADDRESS:
PHONE NOS. 7! ` PHONE NOS.
LOCATION OF PROPERTY: /7 74.'e 7 pjfi) v SUBDIVISION NAME: £D Qt.)t.) C Lac_
LOCATION OF PROPOSED CONSTRUCTION/AND/OR INSTALLATION: 3.C.,6A.
U q..� `
ESTIMATED COST OF CONSTRUCTIO $ I0UANY OTHER ACCESSORY STRUCTURES ON PROPERTY? /��U'
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
I I
1ST No PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT I
SQ.FT. I SQ.FT. SQ.FT.
FT.&IN.
OPEN PORCH
r
_• 'F f f_.._ i
DECK
F p
. I
3 SEASON, COVERED OR ENCLOSED PORCH'
BOATHOUSE I F I
r F
BOATHOUSE WITH SUNDECK tI I
j •� i
DOCK
4 f
SHED I i
POLE BARN i s
DETACHED GARAGE(NO.OF CARS: ) 3aleoi'
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
codes@queensburv.net
I have read and agr:e to the above. VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
Signed e • "tom Dated: /1)3 //c/a
'�s' Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
3:cam 2-4 6-sJ*i
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: . _ / p De art: am/pm
Date Inspection request received: Inspector's Initials:
NAME: F_Sji i ,_ PERMIT#: 0-
LOCATION: a.,_ �!���} DATE: J
TYPE OF STRUCTURE: /
i4-;‘ I Comments
Yes No N/A
Building Number/Address visible from road 1�
Chimney Height/"B"Vent/Direct Vent Location l/ .)j 1 e---
Fresh Air Intake /'
3 inch Plumbing Vent through roof minimum 6 inches _ (��f'7€Y' 3 o CCD
Roof Complete/Exterior Finish Complete
Platform at all exterior doors I '
Guards at stairs,decks,patios more than 30 inches above grade - 'Q9-0
Guard at stairwell at 34 inches or more J `��SpeC
4,71 Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall Wr/v f I
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers 6 I -r, CeLl.
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
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
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 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping fmished basement 1,000 sq.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
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110 _
Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed pro?erly
Gas Logs in Sealed of rrure
9� u
Final Electrical
Final Survey Plot P an
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/0[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
2 '4 . LeS
Queensbury Building & Code Enforcement - Residential lnal Inspection
Jffice No.(518)761-8256 Arrive: am/pm epart: am/pm
Date Inspection request received: Inspector's Initials: '�
NAME: PQ PE IT#:
LOCATION: // C me fkr-�J DATE: ��'
TYPE OF STRUCTUIt�
6r—r •
Comments
Yes No N/A
Building Number/Address visible from road
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
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
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup: _
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 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq.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 e t
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum''W'Gypsum
Basement stairs closed rise>4 inches _
Garage Floor Pitched
Garage fireproofing/%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 J
Flood Plain Certification,if required
Okay to issue C/C or C/0[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
5--/O Ri \b/4 ti / /2 / C
o
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date joi•.•ecti• re est eceived:
Queensbury Building&Code Enforcement Arriv apart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspe or's ni ials:
NAME: P�.5 Pt t�G.zS / PERMIT#:
LOCATION: A INSPECT ON: 11:47# C_'---
TYPE OF STRUCTURE:
Y N NIA
Framing COMMENTS
s '. , cess 22"x 30"minimum
Jack Studs/Headers a 6(it D( S
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
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
=•—•_ : .. , I or less on center
Ice and water shield 24 nches from wall
ire 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
Foundation Inspection Report
Office No. (518)761-8256 Date Inspectiofequest received:
Queensbury Building&Code Enforcement Arrive:Z .( S am/pmJ , Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: 74,. /t2/1€? /G/ PERMIT#: -♦ 5/
LOCATION: / /tic D (• ) INSPECT ON: 2122:17-
TYPE OF STRUCTUR :
Comments
Y N N/A
Footings
Piers
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 in Stone:
1 ch width
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
T - (orik
Foundation Inspection Report
C
Office No.(518) 761-8256 Date Ins cti. :.uest received: /'/// GG
Queensbury Building&Code Enforcement Arrive: m!am/p ,� Depart: IJ am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspects s itials:
NAME: A
G'S / iti:S PERMIT#: -52
LOCATION: ^hre_tu, q�'` INSPECT ON: •M A
TYPE OF STRUCTURE: 0 , CA-rt Ci � �rr
Cir" , Comments
Y N N/A 98 " e%1 GG
g) Peou/l7c—
Piers ,4 /t/Ki‹ .--/
Monolithic Slab
Reinforcement in Place 110 '
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\Bullding&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM