2008-510 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF C0MPLIANk`-.`.r"-
PennitNumber. P20080510 Date Issued: Thursday, May 27, 2010
This is to certify that work requested to be done as shown by Permit Number P20080510
has been completed.
Tax Map Number. 523400-239-007-0001-007-000-0000
Location: 31 KNOX Rd
Owner. GREGG & LIZABETH BROWN
Applicant: GREGG & LIZABETH BROWN
This structure maybe occupied as a:
Garage Detached By Order of Town Board
Porch 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: P20080510 Application Number. A20080510
Tax Map No: 523400-239-007-0001-007-000-0000
Permission is hereby granted to: GREGG&LIZABETH BROWN
For property located at: 31 KNOX 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: GREGG &LIZABETH BROWN
34 DEER RUN Holw Garage Detached
Porch $118, 00
CLIFTON PARK,NY 12065
Total Value $118,000. 0
00
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2008-510
560 SQ FT PORCH, 35 SQ FT BBQ ISLAND & 226 SQ FT COVERED WALKWAY (TOTAL 821 SQ
FT), & 576 SQ DETACHED GARAGE
$139.70 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, October 21,2009
(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 thew f U, Tuesday, October 21,2008
Queesb
T „ � °
SIGNED BY r,1 " t `+ for the Town of Queensbury.
Director of Buildig&C 4e Enforcement
V
.._.._..OFFICEUSEONLY .....................� ..........................
TAX MAP NO. fi '
� � PERMIT NO.
i FEE PAID
BLDG.&CODES APPROVAL
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Struct�lre (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.
f_ ,r
OWNER: 6ra L � ��'� INSTALLERIBUILDER: �� J
ADDRESS: o �C r� 110 c,J ADDRESS: 0 M
st
PHONE NOS. PHONE NOS. S(�.t(9��C.t b $C
LOCATION OF PROPERTY: SUBDIVISION NAME:
I4rd x
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ayJ
ESTIMATED COST OF CONSTRUCTION: $ (l Co ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? �--
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Cam- t PHONE: b / Z G
PROPOSED CONSTRUCTION 13T FLOOR e0 FLOOR TOTAL PROPOSED
SQ.FT. SQ.FT. SO.FT. HEIGHT
FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH* Z �� { 3�
BOATHOUSE "{
BOATHOUSE WITH SUNDECK
DOCK
SHED
POW*ARN
6 r-
DETACHED GARAGE(NO.OF CARS:) */
��THER ACC SOR�S7RUCTURE: z Z ZZ '
*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
I have read nd ree Bove. cod es�gueensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
www.aueensbu net
Signed � Dated: C�IZZ r1L
CLTown of Queensbury - Community Development Office - 742 Bay Road, Queenshurt/, NY"12804
B 1-LGL 11-05
C�--It'll
Queensbury Building & Code Enforcement - es�-�-ntial Final Inspection
Office No. (618) 761-8256 Arrive: am/p Depart: Dam/pm
Date Inspection request received: Inspector's Initials:
NAME: PER T# -v O
LOCATION: 7,7 DATE:
TYPE OF STRUCTURE: - 'VY
l Comments:
Y _19 PLIA
4' Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location �
Fresh Air Intake � C!
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete V 1 ��—
Platform at all exterior doors d v re-
Handrail 4 or more risers y
Guards at stairs deckspatios more than 30 inches above grade V9
Guard at stairwell at 34 inches or more ��i,T✓ IoJ
Guard at deck,porches 36 inches or more
Handrail Termination at Newel{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 a sed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Sa 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 ei ht in accessible area
Crawl Spaces 18 inch x 24 inch access 1 sq.ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbingfixtures
Foundation insulation/Insulation 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
Fumacs/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum"A"Gypsum
Basement stairs dosed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Dud work Sealed rl
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Are Fault Breaker in Bedrooms
Flex Gas Pipe Bondin
As Built Septic System/Sewer Dept. inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C 10 Temporary/Permanent
LABuilding&Codes FormslBuilding&Codesllnspectlon FormsWesidential Final Inspection Forrn_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08
Framing / Firestopping Inspection Report
Once No. (518) 761-8256 Date Inspection request received: (34 2 Vo
Queensbury Building&Code Enforcement Arrive: am/pm Depa m/pm
742 Bay Road, Queensbury, NY 12SM inspector's initials:
NAME: COL.(. PERMIT#:
LOCATION: n o I'a INSPECT ON: C
TYPE OF STRUCTURE: � f
Y -NIA COMMENTS_
naming
Attic Access 22"x 30' minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jadc 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 %W 16 gauge 8 16D naAs 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
Penet►aation sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side%inch or 5/8 inch Type X
Garage side 518 inch Type X
Ceilingfwall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:Suil N&Codes Forms-oWSu*jhV&CodmMrapWm Fam TmmV Fkedoppft IMPection RaporLdoc Revhed JgmJWY 7,2005
k,X/ - �
Framing / Firestopping lnspectlon e
Office No. (518)761-8256 Date Inspection u
Queensbury Building&Code Enforcement Arrive:.': a rt:
742 Bay Road, Queensbury, NY 12804 Inspector's In `
NAME: PERMIT#: D
LOCATION: INSPECT ON:
OF STRUCTURE:
Y N . N/A COMMENTS:
ss 2T x 3W minimum
Jack Studs/Headers
Bracing/Bridging
.foist hangers ���M�� T
Jack Posts/Main Beams
Exterior sheeting nailed properly
IT O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
i Strapping for Notches Top Plate
w 16 gauge 8 16D nails each sift
1,000 sq. ft.floor trusses
rh'orWDofts or less on center
Five on 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavq min.
Garage Fire Separation
House side's inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceilin Vwall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf oSAM
L:SUMM&Codes F0rtna'0LQ'Zu11dMg&Cod"VnsWbon For MTm ning F" DWV lnspecbon Repwt.doc R®vnW January 7,2008
Foundation Inspection Report
(c �� TO lo"',
Office No.(518)761-8256 Date Inspection request received: _ --7t Oxe;'
Queensbury Building&Code Enforcement Arrive: am/p yy Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:j' 3
NAME: PERMIT#:
LOCATION: vX tto-Ai- INSPECT ON: `-77Z 2")
TYPE OF S1
Commenu
Y N A
ootingsL 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 p2ly 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\lnspection Forms\Foundailon Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date In n request received: U '
Queensbury Building &Code Enforcement Arrive: am/ part: am/pm
742 Bay Road, Queensbury, NY 12804 Inspecto s Initials:
NAME: iA— PERMIT#: ��' 0
LOCATION: __ `7 ._1 (!ti INSPECT ON:
TYPE OF STRUCTURE: A-
Y N WA COMMENTS-
raming
Attic Access 2T x 31Y minimum
Jack Studs/Headers
Braking/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
IT 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 % w 16 gauge 8 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
,,Anchor Bolts 6 ft. or less on center
lee 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 cav' min.
Garage Fire Separation
House side%inch or 5/8 inch Type X
Garage side 518 inch Type X
Ceiling/wall
'airs Habitable Space/Bedrooms
(H)
iIV)
`ve/below grade
11Buftw%&CodesUnspecbw Fo m Trap inq Fir ping IMpedion Repwt.doc Revised January 7,20M
Foundation Inspection Report
Office No.(518)761-8256 Date Inspecti n request received:
Queensbury Building&c Code Enforcement Arrive:q-d IJ am/p Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspectol's Initials:
NAME: CLLN\ PERMIT#:
LOCATION: o K INSPECT ON:
TYPE OF STRUCTURE:
Comnmeuta
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
ackfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ff.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
S
Pe RP
Office No.(518)761-8256 Date Ins t'ouest received: _S &' �-
Queensbury Building&Code Enforcement Arrive: am/pm , De p am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's tials:
NAME: %0 v O IA— A PERMIT#:
LOCATION: \ INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N NIA
Zer
n
s
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 Place
Foo ' Dowe s r Keyway in place
Foun onAmpproofing
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 Ins tion uest received: ALO
Queensbury Building&Code Enforcement Arrive: ` ?s am/pm / Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials-,
NAME: PERMIT#: / V
LOCATION: lk n p V 1 - INSPECT ON: c' tJ
TYPE OF STRUCTURE:
Commen"
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.
undation/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
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Budiding&Codes Forms\Building&Codes\1nspectl0n 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: `7IJ am/pm� Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: pl_ . PERMIT 4:
LOCATION: - INSPECT ON:
TYPE OF STRUCTURE:
ommT
ry�
Y N N/A 1 /
Footings l 'JC l......--'
Z=_
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement r
of the concrete.
Materials for thisPo pur
se on site. % (• ,� `
Foundation/Wall pour
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 voly 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\Foundat m Inspection Repo►t.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: I� pm Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME:
PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Coimmenb
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 Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Baclall 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\lnspection Forms\Foundation Inspection Repoit.doc
Last printed 12/20/2005 9:24:00 AM
e ud
Development Inc .
Landscape Design and COMMCUOR Management RE C ED
TOk1V',-'4 'J1
April 30,2007
Town of Queensbury
Director of Building&Codes
Mr. David Hatin
742 Bay Road
Queensbury,New York 12804
Dear Mr. Hatin,
The purpose of this letter is to officially request the inspection of deep-hole tests by Dan
Ryan of Vision Engineering. The holes are to be dug at the residence of Gregg Brown
and Betsy Bitner at 31 Knox Road,Lake George(Assembly Point). We are digging these
holes upon the request of the Town of Queensbury Planning Board and plan to perform
the dig on Saturday,May the 5h.
If you should have any questions or comments please contact me at my primary office
number,691-0428. Thank you in advance for your time and attention.
Since y,
G pRiJ
R6 ' k 6
1 Commerce Park Drive, Suite 2 - Wilton, NY 12831 - Phone(518) 691-0428 - Fax (518) 691-0431
www.redbuddevelopment.com
WCH
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