2013-125 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: P20130125 Date Issued: Wednesday, December 21, 2016
This is to certify that work requested to be done as shown by Permit Number P20130125
has been completed.
Location: 15 CHESTNUT Rd
Tax Map Number: 523400-289-013-0001-012-000-0000
Owner: THOMAS &MARYBETH BABCOCK
Applicant: THOMAS &MARYBETH BABCOCK
This structure may be occupied as a:
Residential Addition By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property (-- ow=9 4
4/At
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
BUILDING PERMIT
Rge
Permit Number: P20130125 Application Number: a20130125
Tax Map No: 523400-289-013-0001-012-000-0000
Permission is hereby granted to: THOMAS &MARYBETH BABCOCK
For property located at: 15 CHESTNUT 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. Type of Construction Value
Owner Address: THOMAS &MARYBETH BABCOCI
7 GREENFEILD Ct Residential Addition $25,000.00
CLIFTON PARK,NY 12065 Total Value $25,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
ROBERT NAPOLI
NY 12804-0000
Plans&Specifications
2013-125 Renewal fee paid thru 2015
Enclosed Porch 168 sq ft
SPR 55-2012 approved by Planning Board; AV 45-2012 ZBA approved.
$100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,April 11,2015
(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 f Quee sbury Th d,; , A -ril 11, 2013
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Olek TOWN OF QUEENSBURY
!Oka al.
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20130125 Application Number: a20130125
Tax Map No: 523400-289-013-0001-012-000-0000
Permission is hereby granted to: THOMAS &MARYBETH BABCOCK
For property located at: 15 CHESTNUT 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. Type of Construction Value
Owner Address: THOMAS &MARYBETH BABCOCI
7 GREENFEILD CI Residential Addition $25,000.00
CLIFTON PARK,NY 12065 Total Value $25,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
ROBERT NAPOLI
NY 12804-0000
Plans&Specifications
2013-125
Enclosed Porch 168 sq ft
SPR 55-2012 approved by Planning Board; AV 45-2012 ZBA approved.
$100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, April 11,2014
(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 Tow of Qu sbu ,( T s./ e •ril 11,2013
Aff
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
f ' ` I
OFFICE USE ONLY , ,
,
l „ ,
TAX MAP NO. $ ( 3 - Ha PERMIT NO. / 3 - I .c 5 '�, •
..
Is ; x:0E O 121113.;.'. .' 's
FEE PAID 5 ? BLDG. &CODES APPROVAL ' • S
•
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:16145'3 Ar—p$l2f '13 7-'"C4! INSTALLER/BUILDER: LPi'i ,ae,,,_,
ADDRESS:/5 C6WSri/L fl b 64&‘) - I4 - ADDRESS: ` i '
PHONE NOS, sr g-LI(.ck---bagt-` PHONE NOS. S g-Nee ee - 4-1
LOCATION OF PROPERTY: G •rJ l-A+4- SUBDIVISION NAME: /4•A-
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 6,-- 1.--A4/-0---
HAS THERE
- -
HASTHERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? XYES 0 NO ,4' / L
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: 2 -(3-2-0(3 S)0. 5 ---- AO I A
ESTIMATED COST OF CONSTRUCTION: $ 2-Se o°°•MANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: i a8 - '4''" PHONE: gje
SrND PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK
""' COVERE R ENCLOS P CI j&k . i(pYS ,(�
BOATHOUSE �/ l
41e
4
BOATHOUSE WITH SUNDE #5,d ; A
DO
r S
Avasr&
POLE BA :_,-
D TACHED GARAGE(NO.OF CARS: )
OTHER asupommespow
Ro )444440,;„ )ef
*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 55 ctueensburv.net
I have read and agree • •- above.
..a111111111FiloiAllr VISIT OUR WEBSITE FOR MORE INFORMATION
Signed Dated: .�=?�1 vvww•queensburv.net
Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804
Queensbury Building & Code Enforcement - Residential Final Inspection /'r
ftdsk 1/431,
Office No. (518) 761-8256 Arrive: am/pm Depart:,..)-Cm/pm
Date Inspection request received: Inspector's Initials: '
NAME: •
(�V-)er) I'S PERMIT#:
LOCATION: !, (�', ' S r N DATE:
TYPE OF STRUCTURE: ft F q 4, c.rN,
Comments:
Yes No NIA �J
4" Building Number Address visible from road C--
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete S P 56 —I o�
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade " r�
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 I 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/doors I main entrance 36 inches
Bathroom/Kitchen watertight
fq,5\A —
Outside
Safetyerio glazing/ etecto in : . :Y •Interior Smoke Detectors/ .rbon Monoxide Detecto�Every level: Eve Bedroom:
every bedroom area: ft_A r I p ` ,� 4—
�
Inter Connected: Battery backup: � �h U t►��
-
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 feet or within line of site
Oilil 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 Temp 110
Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door I door closer
Gas Logs 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
NSW
L:\Building&Codes Forms\Building&Codesl'ispection FonnslResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08;Revised t '22/10, Revised 04/13/11
Framing 0 Firestopping Inspection 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: / , 9
/�1�
NAME: < � PERMIT#: f -
LOCATION: `��,__' .,` 2.;k1 INSPECT ON:
ST
TYPE OF STRUCTURE:
— �Y� / N N/A COMMENTS:
Framing v /
Attic Access 22" x 30" minimum Y
Jack Studs/ Headers
Bracing /Bridging V
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 I Bearing Walls
Metal Strapping for Notches Top Plate
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 % 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:1Building&Codes Form-OLD\Building&CodesUnspedion Fnmns\Framing Firestopping Inspection Repwt.doc Revised January 7,2008
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building S Code Enforcement Arrive: am/pm Depart:/� am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
J
PERMIT #: 2.(3-CS -
LOCATION: LiArs INSPECT ON:
TYPE OF STRUCTURE: Z ► >
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 I change of direction
Pressure Test
Drain/Vent
Air/Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air/Head
50 P.S.I for 15 minutes _
Insulation /Residential Check/Commercial Check
Tyvek or Similar Exterior Sealant
Proper Vent, Attic Vent ma
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: R- 2-J
Rough Plumbing Insulation Reporlrevised Nov 17 2003, revised February 15,2005, revised January 7,2008
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request i1-•:
Queensbury Building&Code Enforcement Arrive: =Z.�- /, 7/ D epart: 1:235-57 pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: y i_
R ' " RMIT#:
LOCATION: 1,47 G ti-ta.'-57-1J`1T s?-__�Ptn INSPECT ON: . -Z 9 —1
TYPE OF STRUCTURE:
Comments
--- % 15 ..S7m >
Y N N/A
Footings
0,/,,,P)ers
Monolithic Slab \ZE i '\F�Ir\
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:
6),/ 2 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 12/18/2013 2:44:00 PM
ur
Foundation Inspection Report
P P
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Departo_ _ pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �"�_�
NAME: b PERMIT#: /3-05.
LOCATION: 1 $ '(J nid & INSPECT ON: -5"--A /($
TYPE OF STRUCTURE: rr'J
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 Dampproofmg
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 ,s/-
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
11nv(0 1 f Pm
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection que l; -d: ��
Queensbury Building&Code Enforcement Arrive: 1C- W2 ani ' - Depart: 17.". i) am//
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 1/
j
NAME: g b C1.0C (''` PE' 1T#: f 3 -J a i
LOCATION: t- RcA INSPECT ON: . - /9- /y
TYPE OF STRUCTURE: & SArict
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.
11111111111Mur
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
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\Buiiding&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
urSci I P (Y)
Foundation Inspection Report
Office No. (518)761-8256 Date Ins ection reque -«•iv-..
Queensbury Building&Code Enforcement Arrive: "-111 : 51000 I epart: \e
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.
NAME: •1 h 0 t•061S gQbeDQ k 'ERMIT#: 3 'J a
LOCATION: / S e.S+n u+ INSPECT ON: - /
TYPE OF STRUCTURE: r
Comments
Y N N/A
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\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Dep pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: /
NAME: r- -C--, PERMIT#:'2,o V-3 -1 c_.6
LOCATION: / '' vIzA INSPECT ON: _5-1141 14-
TYPE OF STRUCTURE: <
Comments
Y N N/A
Footings
Piers f t�
Monolithic Slab
s
Reinforcement in Place f--01—(_,
M_ ' '4%
The contractor is resp.nsible fo
providing protection ;om freez i g
for 48 hours followin:, the place.,ent
of the concrete.
Materials for this p q.•se on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Kay in place /
Foundation Dampproo g
e);
Foundation Waterproof g �J'
Footing Drain Daylight r Sump /
Footing Drain Stone: \
12 inch width
6 inches above footing
6 mil poly for wet are un er slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
I.:\Buiding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM