2005-044 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: P20050044 Date Issued: Tuesday, June 28, 2005
This is to certify that work requested to be done as shown by Permit Number P20050044
has been completed.
Tax Map Number: 523400-289-012-0001-033-000-0000
Location: 8 FARMINGTON PI
Owner: T & B ASSOCIATES LLC
Applicant: T & B ASSOCIATES LLC
This structure may be occupied as a:
Fireplace By Order of Town Board
Garage - 2 Cars Attached TOWN OF QUEENSBURY
Single Family Dwelling
Issuance of this Certificate of Occupancy 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: P20050044 Application Number: A20050044
Tax Map No: 523400-289-012-0001-033-000-0000
Permission is hereby granted to: T & B ASSOCIATES LLC
For property located at: 8 FARMINGTON PI
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: T & B ASSOCIATES LLC
36 FIELDSTONE Dr Fireplace
Garage-2 Cars d
GANSEVOORT, NY 12831-0000 Sinle FamilDwelling $165,900.00
Total Value $165,900.00
Contractor or Builder's Name /Address Electrical Inspection Agency
T & B ASSOCIATE_ L.L.C.
677 STATE ROUTE 9
GANSEVOORT_ NY 1 283 1-0000
Plans&Specifications
2005-044 LOT 11 HSE# 8 Farmington Place
FARMINGTON GROVE SUBDIVISION
2272 SQ FT SINGLE FAMILY DWELLING
$320.44 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, January 21, 2006
(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 Q nsb F i ary 21, 2005
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Application for Permit-Septic Disposal System C=yOL_o
( ) 761-8256
12804518 '
Town of Queensbury 742 Bay Road Queensbury,NY
1. OWNER INFORMATION: .........................................._..................................q........................
..........................
;
p \ Office Use
Location of installation: O V 1 "�a
File Permit No. ``�'
Tax Map No. / / `
� Z ,<1O:
Fee Paid '
Owner's Name:
3.......................... ............................. ...........................
Address:
2. INSTALLER'S NAME PHONE NO. 6
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Computation = Total Dail
1980 or older x 150 gal/bdrm =
1980— 1991 x 130 gal/bdrm =
1991 —present ,7� x 110 gal/bdrm =
Garbage Grinder Installed yes— / no
Spa or Hot Tub Installed yes_ / no
4. PARCEL INFORMATION: (circle applicable information&indicate measurements)
a hy Soil Nature Ground Water Bedrock or Impervious Material Domestic Water So ply
sand at what depth at what depth municipal
Rolling loam U13W— feet-- well
Steep slope clay if well;water supply
_%slope other from any septic- m
depth: absorption is ft.
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: 1- 15 minute per inch
5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed
professional engineer or architect unless installed in a Planning Board approved subdivision). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub.
Septic Tank: 1000 gallon(min. size 1,000 gal.)
Tile Field: each trench ft. Total System Length:�\
Seepage Pit(s): number of size of each: ft. by ft.
Size of Stone to be used: # / depth or thickness feet
/
i
Bed System Size: x
Alternative System: length and/or size
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: / Size of each:T gallons /TOTAL Capacity: )gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection,please note that pursuant to Section 136-29 of the Code of the Town
of Queensbury,any permit or approval granted which is based upon or is granted in
reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant, shall be void.
I have read the regulations with respect to this application and agree to abide by these and all
requirements of the Town of'Queensbury Sanitary Sewage Disposal Ordinance.
— —O S^
1 /
Signatdrg of responsible person Date
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Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY
(518)761-8205
Application for Fuel Burning Appliances & Chimneys
applicable to solid fuel&vented gas appliances
Date t _ l .. ,20 Permit No.
Application is hereby made to the Building&Codes Office.for the issuance of al Building and Use
Permit pursuant to the New York State fire Prevention and Building Code. The applicant or owner
agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of
these requirements and also will allow all inspectors to enter premises to perform required inspections.
NOTE to applicant: Rough-in and Final Inspections are required.
Applicant Information Fuel Burning Appliance Information
(circle appropriate words)
Name: :".: .. • Stove: wood coal pellet gas
Fireplace insert Address: i i Fireplace, factory-built: wood gas !Le
Fireplace, masonry: wood gas F^
Furnace; wood g ,Sj oil
Phone
If non-masonary applicance,please provide
kanufacturer Name ,�
Owner: ---=r---
Address: Model Number:
Chimney Information
Phone: (circle appropriate words)
Masonry block brick stone
Flue the steel size. inches
Exact Address: C 4 `
of construction or install ion Factory-Built
Manufacturer name:
Model Nuirnber: '` ' ,
Note: Listed By: Number:
Construction/Installation must
con ortn to NYS Fire Prevention &Building Indicate(circle) chimney material:
Code. Consult available Townof Queensbury
Handouts regarding required inspections. Double wall ;'/ Triple wallI InsulatedI Direct venting
Chimney Liner
1 C&ZmL is d-r A t"dwa rtme mt—Te a Hof Quee�aerbury,lV'e Yo�-l�
Fire Marshal Code# $Collected S Refunded Received fi-om (refunded to):
address: --
,4 173 3389 (190) Public Safety
A 233 2655 (230)Minor Sales _ (w._...
White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink R Goldenrod(Cashier's Dent.)
Permit No. _0 4-1
Building&Codes Office.-Department of Community Development-Town of Queensbury Fee Paid 3'p-0. S U
7i
742 Bay Road,Queensbury,NY 12804 Recreation Fee V
Dave Hatin,Director codes@aueensburv.net fi
Phone: (518) 761-8256 FAX: (518) 745-4437
Principal Structure Building Permit Application
Application & Plans subject to review before issuance of a valid oermit for construction.
ky 7(_ r
Instructions: A permit must be obtained before beginning construction. No inspectdns w lb ' ntil the
applicant has received a valid building permit. All applicants' spaces on this application must be completed and
must appear on the application form. f rtl 1 6 Z017 J
Applicant/Builder �d - Owner:
Address: Address:
hJ. 3
Home Phone: 9Sq Home Phone:
Email Address: Qr1 's 1. n Email Address:
Cell Phone: _C_- 1 Fr S`SB=OS%:/',�D Cell Phone:
FAX Phone: �S 1 8- 8-8SS-Ob 13 FAX Phone:
Person responsible for supervision of work with respect to building nd codes compliance:
Name:
Address:
Location of proposed construction: Lot No. Legal Address: O Pal M�no1�,
Tax Map Number: Subdivision Name: Q`�0\� Q�e,
Estimated Cost of Construction: �d
Proposed construction is for: XResidential Use _Commercial Use
Name of Business:
If proposed construction is an addition,what will use of new addition bed `
New Addition Alteration Proposed Construction V Floor 2nd floor Other Total Proposed
structure (Occupancy Type) Sq. Ft. sq.ft. Sq.Ft. Square feet Height
Ft.&in.
Sin le-Fami Dwellingi
Two-Family Dwelling
Townhouse
Multifamily Dwelling
Number of Units: —7 7
Office ` 7i
Mercantile
Manufacturing
Other:
Attached Garage 1, 2 3 477.4 Z
Type of Heating System: Electric, Oil Ga Wood, Forced Hot Air, Baseboard, Other:
If a fireplace and/or woodstove are beingt nstalled, please refer to a separate application. `�
Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review.
The Building and Codes Office will allow commencement of your proposed project only after
issuance of your permit.
Declaration: Please sign below after you have carefully read the statement:
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.
Date: Z— 13""as Applicant/Builder Signature:
The application of d , ed is hereby approved and
permission granted f*cotion, reconstruction or alter ion of a lldin nd or accessory structure as set
forth above. —
Date. Authorized Signature: IL:\Sue Hemingway\Buildinrincipal Structure Permit Application.doc V:12/14/04
Check Residential Plan Review: One& Two Family Dwellings
Y/N/N/A
Full sets of plans
Over 1,500 sq. ft.—Stamped ,
Design Loads On Plans: 90 Wind Floor Loads 40 psf
70 Ground Snow Load Sleeping Areas and Attics 30 psf
Calculations:
W.ndow Schedule With Glass Size
r Schedule/Main Entrance 36"Door
ergency Escape Or Bedrooms and Habitable Space
Above/Below grade,5.7 sq.ft.
Grade,5.0 sq. ft.
4"(h)x 20"(w)min.
44"Max.Height above floor
Residential Check Paperwork Compliance and Inspectors Checklist: OK
ampproofing/Waterproofing Materials On Plans
Foundation Drainage On Plans,if required
6"Drop in 10'Exterior Grade
Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where
e uired
I and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls
Platforms At Exterior Doors
Stairway Headroom 6' 8'All Stairs 36"Width
Stair Run and Rise
AIA- Winder Run and Rise
S iral Not Allowed From 2 Story
moke Detectors Battery Backup and Proper Location
V,Aathroom Fixtures Proper Clearance
all Width,36"min.
drails More Than One Riser On Open Sides
ailing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht.
Safety Glazing Notes For Required Areas
�Garage Fire Separation
rage Floor Sloped
ttic Access
R over 30"—22"x 30"/Crawl Spaces 18"x 24"Access
arbon Monoxide Detector Lowest Sleeping Level
Soil Test Results, if required
Septic To Well Or Water Line Separation
All Paperwork Signed
Final Survey Inspection
Dept. of Community Development
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
Date received:
NAME:
LOCATION:
PERMIT#: - q
Final Survey Plot Plan
Approved Denied-
The attached final
survey has been
received by the
Dept.of
Community
Development.
Upon review the
--sHgey has been•
Craig Brown, ning administrator
Notes:
L:\SueHemingway\Building.Codes.inspection.FORMS\Final Survey
Zoning Administrator.doc
r Queensbury Building & Code EnforcementRes �ti inal Inspection
Office No.(518)761-8256 Arrive: pm part: 2 pm
Date Inspection request received: Inspector's Initi s: T"--
NAME: C, E IT#: leo
LOCATION: TE: —
TYPE OF STRUCTURE:
_ Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location.
Fresh Air Intake VA
3 inch Plumb Vent through roof minimum 6" Vj
Roof Complete/Exterior Finish Com lete
Guard 30 in.or more @ stairs,decks patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in.or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers � ��
Enclosed Stairs Sheetrock Underside minimum %Z"
Gypsum
Grade away from foundation 6 in. with 10 ft. J
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.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 Valves installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in. ,
Bathroom/Kitchen watertight
Safety glazing/Win w in stairwells safety la in
Interior Smoke Det ctors:
Every level: 'ery B room:
Outside every bedroom ea:
Inter Connected: j / Battery backup:
Carbon Monoxide Detector
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
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
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent
L:\PamW\BuildinQ&Codes\lnspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
Rough Plumbing / Insulation 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 Initial;
NAME: - PERMIT #: 9, J
LOCATION: -- +tii / C. INSPECT ON: cog_
TYPE OF STRUCTURE:
Y N N/A �(,e,NL
PVC• R-1,R-2,R-3,R4 Drain/Vents _ ---—
C t Iron, Copper Drain/Vent/Comm.
to�J?IumbmgVent/Vents in Place
Rough Plumbing/Nail Plates
1 '/ inch min.Drain Size
Washing Machine Drain 2 inch min.
Head or Air Supply Test
Drain and Vents
5 PSI or 10 feet above highest
connection for 15 minutes
Cleanout every 100 feet/change of direction
Water Supply Piping
Cooper Commercial
Cooper, CPVC,Pex One and Two-Family
Insulation/Residential Check/Commercial Check
Proper Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe November 17,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: a� pm Depart: L' m
742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: L�l'
NAME: Cji PERMIT
LOCATION: m, o INSPECT ON: —�
7PE OF STRUCTURE:
Y N /A /
Rou h Plumbm Nail Plates (/
Plumbing Vent/ Vents in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/ change of direction
Pressure Test
Drain / Vent
Air / Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes ,2
Pressure Test 7
Water Supply Piping
Air/ Head
5a P.S.I for 15 minutes
sulation Residential Check Commercial Check
Proper Vent Attic Vent
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tape
COMMENTS: !K
-7� )L-� V4_Cof� FOR,
LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: `�/� U S
Queensbury Building& Code Enforcement Arrive: _a . ;f Depart: pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initial '
NAME: PERMIT#: C�w} �`
LOCATION: 9e- INSPECT ON: �!
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
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 Wails
Metal Strapping for Notches Top Plate
1 %z (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 snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
restop#ing
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
LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Town of Queensbury Fire Marshal
low742 Bay Road
Queensbury,NY 12804 /and
761-8205/761-8206
fax 745-4437
Factory Built Gas Firealace/Stove Inspection Resort
Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instruspecifications contained in the installation Manual accompanying the appliance.No deviation from the manuf
instructions or specifications is allowed. 71
Permit# Schedule Inspection STe O am pm anytime lnspecto
Name 1 Address Rough In Final^
Appliance M acturer ::)y 0 0." Model#. ld k 1 M -(PT���
Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated
Yes i No N/A Comments
Floor Protection
Clearances to Combustibles (all sides)
1Firestop(s) Vertical Chase
Wall Penetration
Vent Clearances to Combustibles
Vent/Chimney Termination
Chimney height must be 3 feet above roof
penetration;2 feet above any combustible
construction within 10 feet
Gas Shut-Off Valve
Combustion Air
Hearth Extension (if any)
Mantel
Height above Vp opening
Witness Operation
Tank Placement(if LP)
White—Building Dept. 'Yenew r Pink—Fire Mae"
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am Depart: y am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: V_- �C _ PERMIT #:
LOCATION: ._ YSi;, �� , �t �: INSPECT ON:
TYPE OF-STRUCTURE:
Fps
Y N/A ( ;
�[�ugh Plumbing / Nail Plates
Plumbing Vent/ Vents in Place C
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout,every 100 feet/ change of direction
Presswe T
Drain t
Air / ea
5 P.S. r 10 ft. above highest connection for 15 minutes
Pmssure Test
ter Supply Piping
i / Head
P.S.I for 15 minutes
Insulation Residential Check/ Commercial Check
Proper Vent Attic Vent
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tape
COMMENTS:
LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 117 2003.doc Revised February 15,2005
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: Ma D art: /pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia
NAME: PERMIT NO.: �
LOCATION: INSPECT ON: 7
RECHECK:
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells:
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone 64V-F,C --��
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Location of System on Property:
Front Rear Left Side Right Side
4Stat
Middle Rear
S stem proved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received: 7 5/
Queensbury Building&Code Enforcement Arrive: am/ epart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT NO.: C)� /
LOCATION: 1pi,-.r o INSPECT ON: 7 Oj
RECHECK: _ c
-a Comments and/or diagram
Soil Type: San L /Cla
Type of Water: Municipal/tell Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft. _
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size/ Type
Building to tank
Tank to Distribut' Box 11 11
Distribution Box ield/Pit I% 1
Opening Seale Y N/Partial
End Caps
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits
Conforms as per Plot Plan Y
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Status-
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
Last revised 1/6/05
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection reque t received: f
Queensbury Building&Code Enforcement Arrive: am/p e rt: ( al rn
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: -i—kQ 6 `" roe= • PERMIT#: a� Q
LOCATION: ��xr°�Td1 < INSPECT ON: Z OS
rE OF STRUCTURE:
F Y N N/A COMMENTS
raming
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 %z (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 snow 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 '/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 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORNISTraming Firestopping Inspection Report.doc January 28,2003
T,,e9 . i 1 tom,
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: ' >;
Queensbury Building& Code Enforcement Arrive: am/ epart: pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: � � �— PERMIT#:
LOCATION: �- INSPECT ON:
TYPE OF STRUCTURE:
Y N 1v/a COMMENTS
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams A�
Exterior sheeting nailed properly u
12"O.C. �h 11i.� Arc BLS �5 I I�o�i
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls V ���N` 1 U�� ✓'�G��v v
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 snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 39 4 hour
XI
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
LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection re st
Queensbury Building &Code Enforcement Arrive: pra Depart: n pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initi Is• i
NAME:
_ RMIT#:
LOCATION: r SPECT ON:
TYPE OF STRUCTURE: T-�
Comments
Y N N/A
Footings
Piers
Monolithic Slab
P
e rcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement I
of the concrete.
Materials for this purpose on site.
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
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.
LASueHerringway\Building.Codes.Inspec tionTORMSToundation Inspection Report.doc January 28,2003
Framing / Firestopping
estopping Inspection Report
Office No. (518) 761-8256 Date Inspection re re . e
Queensbury Building&Code Enforcement Arrive: _ am/pm D rt: 7�b a p
742 Bay Road, Queensbury, NY 12804 Inspector's Initia s T
NAME: Jk� PERMIT#:
LOCATION: I INSPECT ON:
TYPE OF STRUCT 1,A C)
Framing Y N N/A COMMENTS
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 %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
e and snow 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
LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: _
Queensbury Building&Code Enforcement Arrive: anvp Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _�
NAME: _ �_ J`f�'�� _ PERMIT#:
LOCATION: _ _fh-I2 , rb/j _ INSPECT ON:
TYPE OF STRUCTURE:
Comments
��-------- Y N N/A
Footings
Piers
Monolithic Slab T_
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
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing,'Waterproofing
Footing Drain Daylight or Sump _
noting Drain Stone:
12 inch width
6 inches above footing e
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC I Cast 1 Copper��^�
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASucHcraingway\Building.Codes.Inspection.I^ORMSU'oundat on Inspection Report.doc January 28,2003
Foundation Inspection Report
P p
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: anvpm Depart:IL. / "amlpm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �—
NAME: _I�`? j yDC' . PERMIT#: ` I
LOCATION: T_ -- (,.,�,��C��iu / �, f TSPECTON: -- --2- I L'tST
TYPE OF STRUCTURE:
Comments
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
FoundationDampproofing
Foundation/Waterproofing
ype of Dampproofing/Waterproofing
Footing Drain Daylight or Sump Ida C—pa> V
Footing Drain Stone:
12 inch width I
6 inches above footing
6 mil poly for wet areas under ab
Backfill Approval
Plumbing Under SIab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R- _
Rough Grade 6 inch drop within 10 ft.
[,:\SueHemingway,Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection reques r ceived:
Queensbury Building &Code Enforcement Arrive: am/ Depart: ,eIr`pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: J ,1
NAME: PERMIT#: —
LOCATION: r. .J a �}b /�� INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N I 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 urpose on site.
Foundation/Wallpour
Reinforcement in Place
F datio Dampproofing
Foundation/Water roofing
ype of Dampppeftg Waterproofing
Footing Drain kayligh r Sump
Footing Drain Sto e:
12 inch width
6 inches above footing
6 mil poly for wet as under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
I,:tSueHemingwaylBttilding.Codes.Inspection.FORMs\Foundation Inspection Repott.doc January 28,2003
Foundation Inspection Report Z
Office No. (518) 761-8256 Date Inspection reque t received: _
Queensbury Building&Code Enforcement Arrive: amip Depart: _ e am/p
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: _ PERMIT#:
LOCATION: - _ k2�, �a(,-�pr INSPECT ON:
TYPE. OF STRUCTURE.
Comments
ootings - -- __ —--- ---- --
Piers
Monolithic Slab
Reinforcement in Place �.�
The contractor is responsibY "fo�
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site. _
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
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:\SucHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: anVpmi Depart: m/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: — _ A S50 PERMIT#: a S
LOCATION: --- j >�('--M �C _ INSPECT ON:
TYPE OF STRUCTURE:
Comments
--�— Y N '/A
Footings
Piers
Monolithic Slab �TC��'� U
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement I
of the concrete.
Materials for this purpose on site.
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
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.
I,:\SueHemingwaylBuilding.Codes,InspectionTORMSToundation Inspection Report.doc Januaiy 28,2003
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MAGNETIC AS PER
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FARMINGTON
PLACE
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135.00'
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PROPOSED
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LOT 11
23,625 sq. i
0.54 acres
135.000 OPOSED
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Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoflware Version 3.5 Release le
Data filename:Untitled.rck
PROJECT TITLE: TB215.DGN-"THE McGREGOR"
1
COUNTY:Warren �x
Lj
STATE:New York
HDD: 7635 AN Z0005
CONSTRUCTION TYPE:Detached 1 or 2 Family Mfrs
HEATING TYPE:Non-Electric `
DATE: 01/08/05
DATE OF PLANS: 1/2005
PROJECT DESCRIPTION:
#8 FARMINGTON PLACE
FARMINGTON GROVE
TOWN OF QUEENSBURY
WARREN COUNTY
T&B ASSOCIATES
DESIGNER/CONTRACTOR: of NEW
H.CHRISS `� Y0
c +. J.CpO
#27 ELECTRIC AVE.
EAST GREENBUSH,NY 12061 fy '9
C3 r �i
COMPLIANCE:Passes
Maximum UA=560 041
Your Home UA=419 ESS
25.2%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 16 38.0 0.0 0
Ceiling 2:Flat Ceiling or Scissor Truss 10 38.0 0.0 0
Ceiling 3:Flat Ceiling or Scissor Truss 426 38.0 0.0 13
Ceiling 4:Flat Ceiling or Scissor Truss 1119 38.0 0.0 34
Wall 1:Wood Frame, 16"o.c. 1666 19.0 0.0 85
Window 1:Vinyl Frame:Double Pane with Low-E 163 0.340 55
Door 1: Solid 18 0.160 3
Door 2: Solid 39 0.320 12
Door 3: Glass 33 0.310 10
Wall 2:Wood Frame, 16"o.c. 1232 19.0 0.0 64
Window 2:Vinyl Frame:Double Pane with Low-E 132 0.340 45
Window 3:Vinyl Frame:Double Pane with Low-E 30 0.330 10
Basement Wall 1: Solid Concrete or Masonry 1342 11.0 0.0 87
Wall height: 7.6'
Depth below grade: 6.6'
Insulation depth: 7.6'
Floor 1:All-Wood Joist/Truss:Over Outside Air 16 19.0 0.0 1
Floor 2:All-Wood Joist/Truss:Over Outside Air 10 19.0 0.0 0
Furnace 1:Forced Hot Air,92 AFUE
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or
specifications are in compliance with this Code.
Builder/Designer EW4 rv5 Date
T,
Of NjEFW
s+
9�FESSIO�P�
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoflware Version 3.5 Release le
DATE: 01/08/05
PROJECT TITLE:TB215.DGN-"THE McGREGOR"
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments: 1 ST FLR.WALK OUT ANGLE BAY CEILING W/ 12"F.G.
[ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments: 1ST FLR.FIREPLACE CEILING W/12"F.G.
[ ] 3. Ceiling 3:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments: I ST FLR.MASTER BEDROOM/BATH CEILING AREA W/12"F.G.
[ ] 4. Ceiling 4:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:2ND FLR.CEILINGS W/12"F.G.
Above-Grade Walls:
[ ) 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments: 1ST FLR.8 FT.WALLS W/FLR.RIM&W/6"F.G.
[ ] 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:2ND FLR. 8 FT.WALLS W/FLR.RIM&W/6"F.G.
Basement Walls:
[ ] 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.6'bg/7.6'insul,
R-11.0 cavity insulation
Comments: 8"POURED 8 FT.FOUNDATION WALLS W/3"F.G.
Windows:
[ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
f Comments: IST FLR. SIMONTON PROFINISH VINYL SH LOW E/ARGON WINDOWS
[ ] 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
Comments:2ND FLR. SIMONTON PROFINISH VINYL SH LOW E/ARGON WINDOWS
[ ] 3. Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.330
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
Comments:2ND FLR. SIMONTON PROFINISH VINYL CUSTOM FIXED LOW E/ARGON WINDOW
Doors:
[ ] j I. Door l:Solid,U-factor:0.160
Comments: 1ST FLR.THERMA TRU 2868 INSUL.FIREDOOR
[ ] 2. Door 2: Solid,U-factor: 0.320
Comments: IST FLR.THERMA TRU INSUL.LOW E FRONT DOOR W/SIDELIGHTS
[ ] 3. Door 3: Glass,U-factor: 0.310
Comments: 1ST FLR. SIMONTON PROFINISH VINYL LOW E/ARGON SLIDING PATIO DOOR
Floors:
[ ] 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-19.0 cavity insulation
Comments: 1ST FLR.WALK OUT ANGLE BAY CANTILEVERED FLOOR W/MIN.6"F.G.
[ ] 2. Floor 2:All-Wood Joist/Truss:Over Outside Air,R-19.0 cavity insulation
Comments: 1ST FLR.FIREPLACE CANTILEVERED FLOOR W/MIN. 6"F.G.
Heating and Cooling Equipment:
[ ] 1. Furnace 1:Forced Hot Air, 92 AFUE or higher
Make and Model Number 'Mwpl ki w+
j
j Air Leakage:
[ ] j Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
Vapor Retarder:
[ ] j Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] ( Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] j Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6.
[ ] Supply ducts in unconditioned spaces must be insulated to R-11.
[ ] j Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
j Insulation is not required on return ducts in basements.
Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g.(500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
j
Fireplaces:
[ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New York State ,the Residential Code of New York State or
the New York City Building Code ,as applicable.
I
Service Water Heating:
[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
a
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for LIVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant; 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)