2011-070 TOWN OF QUEENSBURY
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742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
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Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110070 Date Issued: Tuesday, December 13, 2011
This is to certify that work requested to be done as shown by Permit Number P20110070
has been completed.
Tax Map Number: 523400-295-015-0001-001-000-0000
Location: 26 LYNNFIELD Dr
Owner: ROBERT STEWART
Applicant: ROBERT STEWART
This structure may be occupied as a:
Porch
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, � �� � �� /11
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.
"aim TOWN OF QUEENSBURY
` 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
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Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20110070 Application Number: A20110070
Tax Map No: 523400-295-015-0001-001-000-0000
Permission is hereby granted to: ROBERT STEWART
For property located at: 26 LYNNFIELD 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: ROBERT STEWART
ANNA STEWART Porch $18,000.00
246 E KELM POND Rd Total Value $18,000.00
CHESTERTOWN,NY 12817-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2011-070
224 sq ft porch
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, March 29, 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 Town-of Queenlb rysj j Tu day, March 29, 2011
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SIGNED BY . r for the Town of Queensbury.
Director of Building&Code Enforcement
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r"-x3.5.1, /�� j� I OFFICE USE ONLY
TAX MAP NO. PERMIT NO. J �j /) . L' II '
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FEE PAID / 4/ ;LDG. &CODES APPROVAL t r 1 l
' . 1 r." '-' 201_1 i
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: kg :,, 7 57 / 5 2 INSTALLER/BUILDER: , L/`
ADDRESS: 2,,‘ ( / jv'fJi_p _P2 ADDRESS:
PHONE NOS. 0 S/ 653 0 PHONE NOS.
LOCATION OF PROPERTY: 2C. C N�• -/f1._,,, ( b SUBDIVISION NAME: lij04 1�C f h'r'(Q
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTA (CATION:
ESTIMATED COST OF CONSTRUCTION: $ /gm Y OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
1ST FLOOR 2NO FLOOR TOTAL PROPOSED
PROPOSED CONSTRUCTION SQ.F . SQ.FT. SQ. HEIGHT
FT.&IN.
OPEN PORCH
DECK
3 SEASO COVERED OR NCLOSED PORCH 2 2 tl 2.2.J /6
BOATHOUSE 7
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 tha
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-
BuIIt Survey by a licensed surveyor,drawn to scale showing actual location of all new construction.
I have ead a a eeee_to t o abo�
QUESTIONS? CALL 761-8256 OR EMAIL
Sign d ( �( Dated: codes(a)queensbury.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Name/Title(Printed) ,,,7--- ��r%Gv ,e 5 www.queensbury.net
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Queensbury Building & Code Enforcement - Residentia al Inspection
c.Mice No. (518) 761-8256 Arrive: am/pm Depart:3 „ am/pm
Dao. Inspection request re eived: Inspector's Initials: •
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NAME: ` / PE IT#: V
LOCATION: -377‘1/1'
/n j,� �_f�y DATE: / ,
TYPE OF STRUCTURE:
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
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
Deck Bracing/Handicapped Ramp Compliant
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 I doors I 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 sq.ft.-150 sq.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 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 (A
L 1
Low water shut-off boiler Av) -'///‘)Relief Valves)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched C5L
Garage fireproofing/3/4 hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50% r�(
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/0[Temporary/Permanent]
L:IBuilding&Codes FormslBuilding&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised
January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11
JO -Ta. M�eG
Rough Plumbingnsula ion i action Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:rpt9
NAME: ' .. , PERMIT#: ff07-0
LOCATION: . , / p u 1. INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
Rough Plumbing/Nail Plates ,
Plumbing Vent/Vents in Place
1 %inch minimum Drain Size
Wash! ! Machine Drain 2 inch minimum
Cleanout every 100 feet/change of direction
Pressure Test
Drain I Vent
Air l Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
0 P.-.I r 15 minutes
Insu = r•n esidential Check/Commercial Check
. Similar Exterior Sealant
Proper Vent,Attic Vent
Door/Window Sealed (No Insulation) .
Duct I Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS:
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Rough Plumbing insulation Report.revised Nov 17 2003,reed Ferry 15,2005,revised January 7,2008
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Rough Plumbing I Insulation nsp t Report
Office No. (518) 761-8258 Date Ins ection r- • - .14:
Queensbury Building &Code Enforcement Arrive:/.-N-3-- a 1111:1F.,....4*?-- •art: 7-:,../.-/-D am/('
742 Bay Road, Queensbury, NY 12804 Inspector's Initial- !
NAME: a:� PENfT#: // e
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LOCATION: /-6 i/ Re..- -i() _, INSPECT ON: ,r-1 \--k k
TYPE OF STRUCTURE:
Y N NIA
Rough Plumbing / Nail Plates
Plumbing Vent/Vents in Place
1 %inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/change of direction
Pressure Test
Drain /Vent
Air I Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
�Hea
0 P IS fo • 15 minutes
Insulation esidential Check/Commercial Check �i� 6 �
e Similar Exterior Sealant
Proper Vent, Attic Vent C ------__=_I \—`
Door I Window Sealed (No Insulation)
Duct/Hot Water Piping Insulation -or
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS:
Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart:cilyi am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME:
PERMIT#:
LOCATION: INSPECT ON: = L1-//
TYPE OF STRUCTURE:
NIA COMMENTS:
C Framing
Attic-Access 22" x 30" minimum
Jack Studs/ Headers
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 I 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
Abhor Bolts 6 Col'less on center
Ice and water shield 24 inches from wall i >
Fie-eeparatior 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 I below grade
5.0 sf grade
L:\Building&Codes Forms-OLD\Buildinq&Codes inspection Forms\Frerning Firestopping Inspection Report.doc Revised January 7,2008
Framing / Firestopping Inspection Repop
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart3.4_,cpm/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: Ste ) _f PERMIT#: I L
LOCATION: y,,h e e, hv �� �INSPECT ON: /
TYPE OF STRUCTURE:
11 -
/w Y
NIA COMMENTS:
Framing
t : -•=ss 22"x30"minimum
Jack Studs/Headers ` --
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 6(w116 gauge(8) 16D naua 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 A 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
L:Building&Codes Forms-OLDIBuHWing&CodesVnspection Fan &Forming Firestopping inspection Report doc Revised Jenteiy 7,2008
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Foundation Inspection Report
Office No. (518)761-8256 Date Inspectioue: r• • .4
Queensbury Building&Code Enforcement Arrive: \' : ' •m4 Depart: ` am/
742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: 400. -
NAME: ')/ 1r' PERMIT#: � �) 0
LOCATION: `�i 1 i ��� . / j INSPECT ON:
TYPE OF STRUCTURE:
Comments
N A
Footings -�
\7L,L
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 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\Inspectlon Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM