2006-283 '` TOWN OF
.. QUEENSBURY
742 Bayd
�� Road,,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number. P20060283 Date Issued: Tuesday, July 03, 2007
This is to certify that work requested to be done as shown by Permit Number P20060283
has been completed.
Tax Map Number. 523400-296-012-0001-027-003-0000
Location: 44 WILLOWBROOK Rd
Owner: WILLOWS SENIOR RESIDENCES, LLC
Applicant: WILLOWS SENIOR RESIDENCES, LLC
This structure may be occupied as a:
Garage Detached By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
(--a)
property owner of the responsibility for compliance with Site Plan, a4, 4'��
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 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20060283 Application Number. A20060283
Tax Map No: 523400-296-012-0001-027-003-0000
Permission is hereby granted to: WILLOWS SENIOR RESIDENCES, LLC,THE
For property located at: 44 WILLOWBROOK 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: WILLOWS SENIOR RESIDENCES, J Garage Detached $20,000.00
536 BAY Rd Suite 2 Total Value $20,000.00
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2006-283 WILLOWS ADULT LIVING FACILITY(SOUTH GARAGE)
4872 SQ FT DETACHED GARAGE(16 CARS)
$487.20 PERhffT FEE PAID-THIS PERMIT EXPIRES: Saturday,May 26,2007
(I€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 To b /J F 26,2006
SIGNED BY !� for the Town of Queensbury.
Director of Building&Code Enforcement
•
OFFICE USE ONLY
TAX MAP N 1 Cj( .a- 1-a 7.3 PERMIT NO. c) •
••
FEE PAID BLDG. & CODES APPROVAL • "-0•
iw
• M N T 8 ;
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:45Z���/7ice17V#61/ cd'1C-Sr. INSTALLER/BUILDER:
ADDRESS: S (Q 47i//"1ey ADDRESS: �/7ri
PHONE NOS. ✓( b CO j fP T 3 PHONE NOS. ,_47.09-Afe
LOCATION OF PROPERTY: q44144Liwievtotew SUBDIVISION NAME: '(WC ��
Cr14-'
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: &
ESTIMATED COST OF CONSTRUCTION: $gPaCS ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES, PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
•
1ST FLOOR I 2ND FLOOR ; TOTAL PROPOSED
PROPOSED CONSTRUCTION SQ.FT SQ.FT SQ FT HEIGHT
FT.&IN. F
OPEN PORCH
DECK
I I
3 SEASON,COVERED OR ENCLOSED PORCH'
BOATHOUSE
BOATHOUSE WITH SUNDECK
I i
DOCK ' l
• p
SHED
I i
POLE BARN
DETACHED GARAGE(NO.OF CARS:/? )
1072-'
OTHER ACCESSORY STRUCTURE: I
*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@queensbury.net
I have read d .gree to the VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
Signed L._ _ Dated: ///�
°' . Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
Foundation Inspection Report
Office No. (518) 761-8256 Date IrweVi2Thkequest received:
Queensbury Building& Code Enforcement Arrive!?Qt-am/6st1�ce `Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: c &Je a b teN PERMIT#: 16 --Z> 3
LOCATION: C..C.a) a, -1. (.,-ZDl� 1% INSPECT ON: FM O c
TYPE OF STRUCTURE:
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. I
Materials for this purpose on site. __j
foundation/Wallpour
//
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing ( I
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
1 �
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
I,:\SucHemingway\Building.Codcs.Inspection.FORMSiFoundation inspection Reportdoc January 28,2003
/0- 1Z FR C -- 2 —CG
Foundation Inspection Report ,1
Office No.(518) 761-8256 Date Ins tion request received: G - /-O6
Queensbury Building&Code Enforcement Arrive: pm q�/ Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspe or's In' is s: I
NAME: W;/101,0 S PERMIT#: (�) ^ 23`Z
LOCATION: Lill L/ L1 (1r)c a )ron INSPECT ON: 2 c'�'6
TYPE OF STRUCTURE: JG'a 1 4.7
J Comments
Y, N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place -2- — ,j
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
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 Reportdoc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins t est received: 6 -
Queensbury Building&Code Enforcement Arrive. ' . n/p Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspe or'' initials: (‘-'
NAME:
NAME: oe her11gC[1101r‘ PERMIT#: 06 2F3
LOCATION: (._.£,/ ; ([ ,,Okcd (441) INSPECT ON: 6
TYPE OF STRUCTURE: t�Ctrex7
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
teas 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
-�D MDAThft/
Foundation Inspection Report
Office No.(518) 761-8256 Date Inspection• .r rece' -
Queensbury Building&Code Enforcement Arrive: k\-,),, p, ioepart: UMW ,
742 Bay Rd.,Queensbury,NY 12804 Inspector's'nit :�.
l
NAME: Idtr f /_� PERMIT#: ZE
LOCATION: 1-{ 0�,.� E'er�k , INSPECT ON:
TYPE OF STRUCTURE: : T1+
6 Pc tom— Comments
N N/A
Footings
Piers �h
Monolithic Slab %NES
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
atecials-€or-thispurpose on site.
A:ti• ':
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 re. -` -.e''ed:
�i.
Queensbury Building&Code Enforcement Arrive: = Depart:
742 Bay Rd.,Queensbury,NY 12804 Inspector's .
NAME: LTJ 1 )19F-D3 LT#: (96. -2E-
LOCATION: %- W tOC•J J ICC* INSPECT ON: lei --OLO
TYPE OF STRUCTURE: s11SIy-r1a E ) (,AP_AGF__
Comments
Y � N N/A
/Footings rF'ti n\A-t c__,E \/J
Piers
, Monolithic Slab 1 t f
/Reinforcement in Place ,c
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
• . s for this .0 .ose on site.
.rl!ib,° • .11pour
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\Building&Codes\Inspection forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
CSI
I
ll// J) ���MI-IiL��1
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Ins ection re. ,:
Queensbury Building&Code Enforcement Arrive:Si:: sir•ii 'De,:rt: (2):6-J;
742 Bay Road, Queensbury,NY 12804 Inspector's Initial •
NAME: ) / I
1;/ I Ii3 S PERMIT#: (f 4 3 .
LOCATION: fz INSPECT ON: Z—(Q—67
TYPE OF STRUCTURE:
Y N NIA COMMENTS
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
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 'h(w) 16 gauge(8) 16D nails each side I__
Draftstopping 1,000 sq. ft.floor trusses
,Anch6t -6- or less on center
7,z_Ice and water shield inches from wall u� � AD W
C____Fi
ration 1 2, 3 hour
r�sepaC3FF---
Fire wall 2, 3,4 hour I
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
--/a
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection res .-st r:ce' s:
Queensbury Building&Code Enforcement Arrive: . , .m/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initi• • „IL
NAME: 3 PERMIT#: , �1
LOCATION: 14r 4 L. INSPECT ON: 2=74-01
TYPE OF STRUCTURE:
Y N NIA COMMENTS
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers 1 `
Bracing/Bridging E WIT'44 oon- A (/�
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 '/i(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
(knetir o ts,o or less on center
i Ice and water shield inches from wall
`'Firesepartion-ll;, hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side '/z 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 sigrade
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection req : - eSa:
Queensbury Building&Code Enforcement Arrive: t•rST•a. part: I I
742 Bay Road,Queensbury,NY 12804 Inspector's Initials: r
NAME: PERMIT#: tt9. 77
LOCATION: • - C, ►w s INSPECT ON: /4-0-7
TYPE OF STRUCTURE:
Y N /A COMMENTS
Framing
Attic Access 22"x 30"minimum ‘- CV 'L' 6\bL O F�
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
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
I 1/2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses ,j
Anchor Bolts 6 ft. or less on center
1-1/ \-\
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 %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
--3 Fri lzq/oma
Queensbury Building & Code Enfor ement - Res'•- •tial Fi• : nspection
Office No.(518)761-8256 Arrive: go/%e..•. .z��Dan,�
Date Inspection request received: InspectorInitNAME: ('krr6,i, .e d1' ,— //J;/ s P. IT#: 0 b"
LOCATION: . IA A' : r—
TYPE OF STRUCTURE: f
Comments
Ye _Noo 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
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'A"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical I /
Final Survey Plot Plan
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
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LOCATION PLAN
CONSISTENT WITH THE ZONING ZONING INFORMATION:
)F. THE TOWN OF QUEENSBURY PROPERTY IS LOCATED
ZONE - PROFESSIONAL OFFICE
ON ROD MARKERS TO BE SET AT , MIN. LOT SIZE - 20.000 SQ. FT. QUEENSBURY UNION
ORNER CR CHANGE OF DIRECTION. 1, MN. LOT WIDTH - 80 FT. SCHOOL DISTRICT
,
,
MAX, HEIGHT OF BUILDING 40 FT. and
SETBACK REQUIREMENTS
OT GRADING SHALL CONFORM TO THE QUEENSBURY CEI
FRONT - 50 FT.
33-25 OF THE SUBDIVISION FIRE PROTECTION IX.
S OF THE TOWN OF QUEENSBURY SIDE - 20 FT.
REAR - 20L FT.
ARD APPROVAL 'WATER DEPARTMENT APPROVAL EllGli
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n er Authority o THINE PLANS ARIEVairet
CONSTRUCTIONCIP OilanIOUTION
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