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RC-000190-2015 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: RC-000190-2015 Date Issued: Tuesday, January 19, 2016
This is to certify that work requested to be done as shown by Permit Number RC-000190-2015
has been completed.
Tax Map Number: 278.-1-8.12
Location: 275 State Rte 149
Owner: JH Land Development
Applicant: John Hughes
This structure may be occupied as a: SFD w/garage
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the // 44t
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
QL 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: RC-000190-2015
Tax Map No: 278.-1-8.12 R EV I S E D
Permission is hereby granted to: JH Land Development
For property located at: 275 State Rte 149
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
Tvce of Construction
Owner Name: JH Land Development Single Family-New $81,820.00
Owner Address: 321 State Rte 149 Total Value $81,820.00
Lake George,NY 12845
Contractor or Builder's Name/Address Electrical Inspection Agency
Dale Baldwin
PO Box 621 Buttermilk Falls RD
Fort Ann,NY 12827
Plans&Specifications
SFD w/garage
PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 12,2015
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of ueensb before the a/]II/�iratiio�n date.
Dated at the Town Queens r/ /J Wens ,November 12,2014
SIGNED BY: �y a for the Town of Queensbury.
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20140541 Application Number: A20140541
Tax Map No: 523400-278-000-0001-008-001-0000
Permission is hereby granted to: J H LAND DEVELOPMENT LLC
For property located at: 1 ROCKLAND 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: J H LAND DEVELOPMENT LLC Garage Attached
1 ROCKLAND Dr Single Family Dwelling $81,820.00
LAKE GEORGE,NY 12845-0000 Total Value $81,820.00
Contractor or Builders Name /Address Electrical Inspection Agency
JOHN HUGHES
38 LEDGEVIEW Dr
LAKE GEORGE.NY 12845-0000
Plans&Specifications
2014-541
SFD 1,248 sq ft w/Garage 240 sq ft (Note: Tax Map Number will change when Warren County Real
Property Tax Services issues a new tax map number 11.12.2014 per Craig B./SueH. )
$249.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, November 12,2015
(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 TownQue sbu /J WOvember 12,2014
SIGNED F- �,VJ o for the Town of Queensbury.
Director of Building&Code Enforcement
PRINCIPAL STRUCTURE APPLICATION Office Use Only
DATE _ 1� 4Received
(� R Tax Map ID _-0" 1 9
TAX MAP ID J b f < Permit No.
Permit Fee Jr, dl
ZONING -- Rec Fee r
Site Plan#
HISTORIC SITE Yes _No Subdivision #
SUBDIVISION NAME Lot#
TOWN BD-RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES
OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED &
MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. ^�►�
APPLICANT �&N 4Ky 6 d 3 OWNER + Tr_ La iA I
ADDRESS 2 ADDRESS _.a
La Ho (reo(LN= Ll raTN`{Jr
PHONE/E-MAIL � ') 0010 J PHONE/E-MAIL
CONTRACTOR J 8he'A"iaM COST OF CONSTRUCTIONN(ES7ItMA�T1ED)./$� 2
ADDRESS: QC�..I�g(>ZQ�L.]{A 7,r� / BUILDING ADDRESS:
LL�arr�l�Kleinw 1ti34'(ovv
PHONE/E-MAIL }�
CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: 'Sok,' -')*u a � PHONE cZ V Z)(p
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
New Addition Alteration V floor sq.ft. 20"floor sq.ft. Total sq.fL Height
Single Family I jqg ZOO
Two-Family
Multi-Family
(#of units_)
Townhouse
Business Office
Retail - Mercantile
Factory- Industrial
Attached Garage a
(# of )
Other D
Town of Queensbury Building&Codes Principal Structure Application July 2014
If commercial or industrial indicate name of business
Proposed use of building or addition
Source of heat (circle one) Gas Oil Propane Solar Other
Fireplace: complete a separate application for Fuel Burning Appliances &
Chimneys
Are there structures not shown on plot plan?
Are there easements on the property?
Site Information
a. Dimensions or acreage of lot
b. Is this a corner lot?
c. Will the grade be changed as a result of construction _Yes No
d. Public water or Private well
e. Sewer or Private Septic System
Value of all work to be performed (labor or materials) $
DECLARATION:
1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed
within a 12 month period.
2. If work is not complete by the 1 year expiration date the permit may be renewed,subject to fees and department
approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement/description of
the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building
laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy.
5. 1 also understand that I /we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
1 have read and agree to the above: PRINT NAME: DATE
SIGNATURE: � DATE 1d-
FOR OFFICE USEONLY
Operating Permit Issued: —Yes _No
Occupancy Type
Construction Classification
Assembly Occupancy Limit
Special Conditions
2
Town of Queensbury Building&Codes Principal Structure Application July 2014
Building Permit Application
Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. Permit File No,
No inspection will be made until applicant has received a Fee Paid $
valid building permit. All applicants' spaces on this Rec.Fee Paid $
application must be completed and must appear on the Reviewed By:
application form.
Applicant: -j!�4 e-s, Owner: ,ioNAI /ught5
Address: 3 S L e-d yeti ,e L2 ✓e. Address:
L A K 1_ 0 c'✓! 9 C: nrY
Phone#(.5,$ ) 75a - •y uC Phone#
Property Location: Lot Number: / House Number /
Subdivision Nam Ro u Te 1,Y1 Tax Map Number:
2'� New Building: residence /commercial Estimated Market Value of Construction: $
❑ Addition: residence/ commercial If an Addition,what will use of new addition be?
❑ Alteration: residence/ commercial
❑ No change to exterior size: residence/com'l
❑ Other work(describe )
Check OccupancyInformation 1' Floor 2° Floor Other floor Total
Below sq.ft. sq.ft, sq.ft. Square Feet
4l' Single family dwelling a y
❑ Two family dwelling
❑ Townhouse
❑ Multifamily dwelling
#of units
❑ Office
❑ Mercantile
❑ -Manufacturing
❑ 1 car detached garage
Cl 2 car detached garage
❑ 3 car detached garage
❑ 1 car attached garage
U/ 2 car attached garage
❑ 3 car attached garage
❑ Storage building-
commercial
❑ Storage building-
residential
❑ Other
What is the proposed height of the structure )5 feet 1-, ' inches
Will any second-hand or ungraded lumber be used? If so,for what?
Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other:
Number of Fireplaces to be installed ni a Nr. Number of Woodstoves to be installed
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number
Builder 01-1&/ O 79J-i 1
Plumber lf
Mason DkIl E RA tdt-,
Electrician wIarreN 0 encLC'i/ e- c-C,
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this 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 Code,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 Uwe 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,anAs Built Survey by a licensed surveyor;drawn to scale,showing actual
location of all new construction,
Signature: t L c owner,owner's agent,architect,contractor
SEPTIC DISPOSAL PERMIT Office Use Only
DATE \ —\C� —�t-} Received
Tax Map ID
TAX MAP ID 2�'� „ -1 _ Y" \ Permit No.
r���a,-,- Permit Fee
LOCATION oFINSTALLATION �Z-tS ��`T,1R'Tr1 `E` Y�l7U\t��-�� Approvals:
APPLICANT VO H M1-� RUIN-'1 {_� PHONE/E-MAIL
ADDRESS
INSTALLERIBU/LDER: VOF�p1� ,�t�O�IC PHONEIE-MAIL —i�1R—lo�nZ1
ADDRESS: OGE''1E1A� nRe LA VIE U09l 6E tJ� 17R�-�ti
OWNER A1RM E- PHONE/E-MAIL
Address
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: UOIZ A� Ct\�r'�!'IE.� PHONE AFI
RESIDENCE INFORMATION
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed Y
1981-1991 Spa or Hot Tub installed Y _N
1992-Present
PARCEL INFORMATION
Topography FI oiling _St p slope %slope
Soil Nature Sand _Loam _Clay _Other
Groundwater Al what depth?
Bedrock/Impervious Material At what depth?
Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is LZib ft.)
Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUC77oN
Tank Size inn gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length ft.; Each trench x
Seepage Pit with#3 stone How many: z ;size_ V1
Alternative System Bed or other type?
Holding Tank System Total required capacity? Tank size #of tanks
Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer
allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system
layout on file-no exceptions.
DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or
failure to make a material fact or circumstance know by or on behalf of an applicant,shall be void. I have read the regulations and
agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: Date: t 1-10-t Lk
Signature: ti T Date: t t-to -114
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
Residential Final Inspection
Inspection request received
Name i �) Inspected on
Locations (tie ( Arrive amAm
Permit No. I L,_ J (t- 10j_0(5 Inspector's Initials
Type of Structure
Yes No /A Bathroom Fans,if no window
4" Building Number Address visible from road Plumbing fixtures
Chimney Height/"B" Vent/Direct Vent Foundation insulation to floor/Sticker on Pel
Location
Fresh Air Intake Du aled properly Blowe oor Test
ertl%
3" Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement
Roof Complete/Exterior Finish Complete 1,000 sq.ft.
Platform at all exterior doors Emergency egress below grade
Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line
Guards at stairs,decks, patios more than 30" of site
above grade Oil Furnace shut-off at entrance to furnace area
Guard at stairwell at 34"or more Furnace/Hot Water Heater operating
Guard at deck, porches 36"or more Low water shut-off boiler
Handrail Termination at Newell Post or Wall Relief Valve(s)installed/Heat Trap/Water
Interior/Exterior Railings 34 "to 38" Temp 110
Deck Bracing/Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum
Y2"Gypsum
Grade away from foundation 6" with 10 feet Basement stairs closed rise+4 inches
6"clearance to sill plate Garage Floor Pitched
Gas Valve shut-off exposed /regulator 18"aboveGarage fireproofing/Y hour fire door/door
grade closer1 71
Interior privacy/trim/doors/main entrance Gas Logs in Sealed or Glass Enclosure
36"
Bathroom/Kitchen watertight Final Electrical; Energy Saving Light Bulbs 50%
Safety glazing/Window in stairwells safety Final Survey Plot Plan
IV
glazing Arc Fault Breaker Habitable Spaces /Tamper
Interior Smoke Detec rs/Carbon Monoxide Proof Receptacles
Detectors / Flex Gas Pipe Bonding
Every level: _ Every Bed
_✓ As Built Septic System/Sewer Dept.Inspection
Outside every bedroom�rf _ Sticker
Inter Connected: __[1 Site Plan /Variance required
Battery backup: --Orr Plain Certification, if required
Attic access 30"x 22"x 30"(height)in Okay to issue Temporary/Permanent
accessible area
Certificate of Occupancy OR
Crawl Spaces 18"x 24"access,I sq.ft.•150 s . Certificate of Compliance
ft. vents _ — NALA _
.– Yes No N/A
Comments: — �tt�►3`J��1 \ otJ HQ TASK RELtr:F t3INWE �1L
T�OtctoJ�P\E t\AtJPR-�A1�, NT otF- jTRtgL7
ov- VkAC'tp r' opera b\pE
Town of Queensbury Building &rode Enforcement e�1�� M \� Off o.(518)761.8256
Residential Final Inspection �' c
Inspection request received �p S
Name Inspected on
Locationa Arrive
Permit No. ��' I (ZC-06 jgo�2Pj Inspector's Initials L ,
Type of Structure ff
Yes 'No N/A Bathroom Fans, if no window
4" Building Number Address visible from road �( Plumbing fixtures
Chimney Height/"B"Vent/Direct Vent Foundation Insulation to floor/Sticker on Panel
Location
Fresh Air Intake Duct work sealed properly/Blower Door Test
Certification
3"Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement
Roof Complete/Exterior Finish Complete 17 1,000 sq.ft.
Platform at all exterior doors Emergency egress below grade
Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line
Guards at stairs,decks,patios more than 30 " of site
above grade 011 Furnace shut-off at entrance to furnace area
Guard at stairwell at 34"or more Furnace/Hot Water Heater operating Vol
Guard at deck,porches 36 "or more Low water shut-off boiler
Handrail Termination at Newell Post or Wall Relief Valve(s) installed /Heat Trap/Water
Interior/Exterior Railings 34 "to 38 " Temp 110
Deck Bracing/Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum
:" Gypsum
Grade away from foundation 6 " with 10 feet Basement stairs closed rise+4 Inches
6"clearance to sill plate Garage Floor Pitched
Gas Valve shut-off exposed /regulator 18"above Garage fireproofing/Y hour fire door/door
grade closer
Interior privacy/trim/doors/main entrance Gas Logs In Sealed or Glass Enclosure
36 "
Bathroom/Kitchen watertight Final Electrical;Energy Savinq Light Bulbs 50%
Safety glazing/Window In stairwells safety Final Survey Plot Plan
glazing Arc Fault Breaker Habitable Spaces/Tamper
Interior Smoke Detect s/Carbon Monoxide Proof Receptacles
Detectors 7 / Flex Gas Pipe Bonding
Every level: ���/// Every Bedroom _�/ As Built Septic System/Sewer Dept. Inspection
Outside every bedroom a: _ Sticker
Inter Connected: _— / Site Plan /Variance required
Battery backup: Flood Plain Certification.If required
Attic access 30"x 22"x 30"(height)In Okay to issue Temporary/Permanent
accessible area
Crawl Spaces 18"x 24"access,l sq.ft.150 sq. Certificate of Occupancy OR
Crawl of Compliance
vents
Yes No N/A
Comments:
V-71
!�> E�\C,
Town of Queensbury Building & Code Enforcement Office No.(518)761.8256
Rough Plumbing / Insulation Inspection Report - gpyNa
Office No. (518) 761-8256 Date Inspection re uest r e
Queenshury Building & Code Enforcement Arrive: Z= DO a m
742 Bay Road, Queensbury, NY 12804 Inspector's Ini
NAME: ���I�l�� �kS� P RMIT
LOCATION: CJS /I INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
Plumbing under slab
Rough Plumbing /Nail Plates
Plumbing Vent/Vents in PlaceI
1'/2 inch minimum Drain Size �
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/ change of direction
Pressure Test
Drain /Vent � t!�^ ��TC' ,
Air/ Head J
5 P.S.I. for 10 ft. above highest connection for 15 minutes 3 (p/ -�a3 7
Pressure Test
Water Supply Piping Com(,/
Air/ Head
r for 15 minutes
Insulatio esidential Check/Commercial Check
endow Sealing a-7tU+36
Tyvek or Similar Exterior Sealant
Proper Vent, Attic Vent
Door/Window Sealed (No Insulation) i— tzv vc)b�—
Duct/ Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/ No duct tape
Blower Door Test `
Air Sealing
COMMENTS:
Rough Plumbing—Insulation Inspection-02 0513
Rough Plumbing / Insulation Inspection Report !~
Office No. (518) 761-8256 Date Inspection r erived: /�7 .2,
Queensbury Building & Code Enforcement Arrive: = a
742 Bay Road, Queensbury, NY 12804 Inspector's Initia _
NAME: [—)kI W—44 q1A PERMITS>.�
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: 275 f'l�u✓
Y //N N/A
Plumb slab
Rough Plumbm ail Plates
um Ing Vent/Vents in Place �t ✓.�i
11/2 inch minimum Drain Size
Washing Machine Drain 2 inch m' um
Cleanout every 100 feet/ chan,geof direction
Pressure Test
Dra' /Vent' ,
Ai ead
P.S.I. for 10 ft. above highest connect/for minutes
Pressure Test
Water Supply Piping
W/Head
' 50 P.S.I. for for 15 minutes
Insulation / Residential Check/ ommercial Check
Window Sealing
Tyvek or Similar Exterior Syfilant
Proper Vent, Attic Vent
Door/Window SealedJA0 Insulation)
Duct/ Hot Water Pipo Insulation
If required unhea d spaces
Combustion Air Su#Kfor Furnace
Duct work sealed properly/ No duct tape
Blower Door Test
Air Sealing
COMMENTS:
Rough Plumbing_Insulation Inspection-02 05 13
Town of Queensbury Building &Code Enforcement
Office No. (518)761-8256
Framing 1 Firestopping Inspection Report
Inspection request received:
Name: S Inspected on: '
Location: t�r Arrive: z -`L�� M.
Permit No.: Inspector's Initials: —
TYPE OF STRUCTURE:
rx
Y N NIA COMMENTS:
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers
Truss Specification Provided
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 Y2(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
i separation 1,2,3 hour
re wall 2,3,4 hour
restopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side Y2 inch or 5/8 inch Type X
Garage side 518 inch Type X
Ceiling/wall
Windows Habitable Space I Bedrooms Iq
24 in.(H)
20 in.(W)
5.7 sf above/below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing/ Firestopping Inspection Report
Town of Queensbury Building & Code Enforcement Wei C�'
Office No. (518)761-8256
Framing / Firestopping Inspection Report
Inspection request received:
Name: Inspected on: o k
qq �
Location: />5 t L5 N9 Arrive: a.m./ p.m.
Permit No.: 4 — Inspector's Initials:
TYPE OF STRUCTURE:
Y N NIA COMMENTS:
c cress 22'x 30"minimum
Jack Studs/Headers
Truss Specification Provided
Bracing/Bridging
Joist hangers ,tom/
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft.8 in. V��\��e✓�r� �\' J
Stairwells 36 in.or more !
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches/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
Anchor Bolts 6 ft.or less on center ��—
Ice and water shield 24 inches from wall rd
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
Design Professional Sign-off,if required
Framing/Firestopping Inspection Report
Town of Queensbury Building & Code Enforcement W
Office No. (518) 761-8256
Framing 1 Firestopping Inspection Report
Inspection request received: �
Name: rl l( �{/1. P� Inspected on:
Location: W 9 Arrive:
Permit No.: ! �—J7� Inspector's Initials:
TYPE OF STRUCTURE: S
Y N NIA COMMENTS:
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers
Truss Specification Provided
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 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
,foe add water Meld 24 inehes 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 1/2 inch or 5/8 inch Type X
Garage side 518 inch Type X
Ceiling/wall
Windows Habitable Space I Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing / Firestopping Inspection Report
Town of Queensbury Building & Code Enforcement
Office No. (518) 761-8256
Framing / Firestopping Inspection Report l
Inspection request received:
Name: Inspected on:
Location: / , 'y� Arrive: \ a.m.l p.m.
Permit No.: -q
' SSI Inspector's Initials:
TYPE OF STRUCTURE: 9 V—A
Y N NIA COMMENTS:
Framing
Attic Access 22"x 30"minimum
Jack Studs I Headers
Truss Specification Provided
Bracing I Bridging
Joist hangers
Jack Posts I 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 1 Bearing Walls
Metal Strapping for Notches Top Plate
1 Y2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft.Floor trusses
Anchor Bolts 6 ft.or less on center
hield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2,3,4 hour 6 , —_
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side Yz inch or 5/8 inch Type X
Garage side 518 inch Type X
Ceiling/wall v
Windows Habitable Space I Bedrooms
24 in.(H)
20 in.(W)
5.7 sf above/below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing/ Firestopping Inspection Report
Foundation Inspection Report
Office No.(518)761-8256 Date Ins ection re est receiv :
Queensbury Building&Code Enforcement Arrive: a epart:
742 Bay Rd., Queensbury,NY 1112804 Inspector's Initia : 1
NAME: t"'�uc y\E-�) CTr p� ZIT 0: �A W
LOCATION: 7 7�i F}\ 1i1F_Iy 1 INSPECTON: —7lQ—fit
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.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
ooting Dowels or Keyway in place
F4piWon Dampproofin
e
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mi] poly for wet areas under slab
Backfill Approval
L-
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
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins ection r ue rece' ed:
Queensbury Building&Code Enforcement Arrive: - epart:
742 Bay Rd., Queensbury,N`Y\ 12804 Inspector's Initials:
NAME: Ny6a� PE IT
LOCATION: 75 .`) I RTF- P�1 L SPECT ON:
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.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
noting Dowels or Keyway in place
tion Danapproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil fpr wet areas under slab
ckfill 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
Foundation Inspection Report
Office No. (518)761-8256 Date Ins ection regy@St rec
Queensbury Building&Code Enforcement Arrive: dm� in epart: a m
742 Bay Rd., Queensbury, NY 12804 Inspector's Ini/ta
NAME: !( PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: h
Comments
K—)
lam' Y Y N N/A
Piers
Monolithic Slab
Reinforcement in Place
T e contractor is responsible for
roviding protection from freezing
for 48 hours following the placement
of the concrete.
_2.. _ AA-iirri.ilq fnr fl�ic nn OSe Sao
v oU
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 12/18/2013 2:44:00 PM
-f h
Foundation Inspection Report
Office No.(518) 761-8256 Date Inspection r ve ec ed:
Queensbury Building&Code Enforcement Arrive: @ ary{ epart: a
742 Bay Rd., Queensbury, NY 12804 Inspector's In' ' s:
NAME: RMIT#:
LOCATION:t77-57 INSPECT ON: _�� _ �n
TYPE OF STRUCTUd�14k S ��
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 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 12/18/2013 2:44:00 PM
U��
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart- am/pm
l742 Bay Rd., Queensbury, NY 12804 Inspector's Initiat�
NAME: h S PERMIT#: s 7
LOCATION: ' (zon INSPECT ON:
TYPE OF STRUCTURE: S r
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 Dampprooffng
Foundation Waterproofing Ujs �i t
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 12/18/2013 2:44:00 PM
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Rd.,Queensbury, NY 12804 Inspector's Initiarj /�/)
NAME: 44 tt!gl ke 4 PERMIT##:
LOCATION: 1 RDC ( ka rid 61- INSPECT ON: 11- 14-1 y
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.
Materials for this purpose on site.
Foundation/ tin Place
l
Reinforcement in Placc e
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 12/18/2013 2:44:00 PM
Nov 11 2015 1236 HP FaxLedgeview RV Park 5187986621 page 1
NORTH EAST BUILDING PERFORMANCE ADVISORS
...........................................................................................................................................
Serving the Capital District, Saratoga and Adirondack Regions
November,05 2015 7 Rocky Ridge, Warrensburg, NY
12885
John Hughes Construction Inc.
1 Rockland Drive
Lake George,NY 12845
RE: Blower Door Test for NYS Building Code
Mr. John Hughes:
After inspection of the New Home at 275 Route 149, Lake George,New York and
completion of a Blower Door Test consistent with the practice of depressurization to
50 Pascal in a winter condition with the exterior windows and doors shut and the
interior doors to all the rooms open, my observations are as follows:
❖ The Home tested passes the current New York State Building Code for Air Changes
per Hour @ 50 Pascal of less than or equal to 7 ACH/50. The tested number is 4.30
ACH/50: 716 CFW50 times 60 minutes divided by the volume of the heated space.
❖ The total heated volume of the addition on the house is 9984 cubic feet taking into
consideration all first floor heated space. The cubic feet per minute @ 50 Pascal was
716 CFM/50. The height correction factor for New York State is 19 for a one story
building, as such the tested home @ 275 Route 149 has the natural rate of air
exchange of 0.23 air changes per hour/natural.
•S Average homes built prior to the new code requirements typically had air exchange
rates from 0.35 to 1.0 ACH. Extremely tight new construction can achieve air change
rates of 0.35ACH or less. Homes with air change rates below 0.20 ACH,would
require some form of mechanical ventilation to bring in fresh outside air for the
occupants and to control humidity. Since the blower door test indicates that currently
the house has an air exchange rate of 0.23 air changes per hour natural,mechanical
ventilation is not required. I would however, encourage the use of the kitchen and
bathroom fans to help control humidity and improve indoor air quality.
My credentials are as follows:
➢ BPI Certified Building Analyst
➢ BPI Certified Envelope Specialist
9 BPI Certified Heating Professional
HERS Rater
❖ If you have any questions regarding my findings please feel free to contact me.
Sincerely,
jack-1 Tom ne/
1.888.472.2774
7 Rocky Ridge Road 4A Vatrano Drive
Warrensburg,NY 12885 Albany,NY 12205
Phone(518)623.7016 Phone(518)350.2941
Fax(518)623.7015 Fax(518)694.0102
NORTH EAST BUILDING PERFORMANCE ADVISORS
........................................................................................................................................
Serving the Capital District, Saratoga and Adirondack Regions
November, 05 2015 7 Rocky Ridge, Warrensburg, NY
12885
John Hughes Construction Inc.
1 Rockland Drive
Lake George, NY 12845
RE: Blower Door Test for NYS Building Code
Mr.John Hughes:
After inspection of the New Home at 275 Route 149, Lake George, New York and
completion of a Blower Door Test consistent with the practice of depressurization to
50 Pascal in a winter condition with the exterior windows and doors shut and the
interior doors to all the rooms open,my observations are as follows:
+ The Home tested passes the current New York State Building Code for Air Changes
per Hour @ 50 Pascal of less than or equal to 7 ACH/50. The tested number is 4.30
ACFY50: 716 CFM/50 times 60 minutes divided by the volume of the heated space.
❖ The total heated volume of the addition on the house is 9984 cubic feet taking into
consideration all first floor heated space. The cubic feet per minute @ 50 Pascal was
716 CFM/50. The height correction factor for New York State is 19 for a one story
building, as such the tested home @ 275 Route 149 has the natural rate of air
exchange of 0.23 air changes per hour/natural.
❖ Average homes built prior to the new code requirements typically had air exchange
rates from 0.35 to 1.0 ACH. Extremely tight new construction can achieve air change
rates of 0.35ACH or less. Homes with air change rates below 0.20 ACH, would
require some form of mechanical ventilation to bring in fresh outside air for the
occupants and to control humidity. Since the blower door test indicates that currently
the house has an air exchange rate of 0.23 air changes per hour natural, mechanical
ventilation is not required. I would however, encourage the use of the kitchen and
bathroom fans to help control humidity and improve indoor air quality.
❖ My credentials are as follows:
9 BPI Certified Building Analyst
➢ BPI Certified Envelope Specialist
➢ BPI Certified Heating Professional
➢ HERS Rater
If you have any questions regarding my findings please feel free to contact me.
Sincerely,
-Tach Tomne/
1.888.472.2774
7 Rocky Ridge Road 4A Vatrano Drive
Warrensburg,NY 12885 Albany,NY 12205
Phone(518)623.7016 Phone (518)350.2941
Fax(518)623.7015 Fax (518)694.0102
L abed 29986LM >Ned Ali , a.�a6pa-Txed dH L£ZL SLOZ LL AON
Generated by REScheck-Web Software
Compliance Certificate
Project HUGHES RESIDENCE ,,
Energy Code: 2010 New York Energy Conservation
Location: Warren County, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1,248 ft2
Glazing Area 11%
Climate Zone: 6 (7635 HDD)
Permit Date: 11/04/14
Permit Number: 2014-541
Construction Site: Owner/Agent: Designer/Contractor:
275 STATE ROUTE 149 JOHN HUGHES JOHN HUGHES
LAKE GEORGE, New York 12845 JH LAND DEVELOPMENT JH LAND DEVELOPMENT
321 STATE ROUTE 149
LAKE GEORGE, New York 12845
518-798-6621
Compliance: Passes using UA trade-off
Compliance: 1.8%Better Than Code Maximum UA: 222 Your UA: 218
The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area Glazing
Assembly or Cavity Cont. or Door UA
Ceiling: Flat or Scissor Truss 1,248 38.0 0.0 0.030 37
Box Sill:Wood Frame, 16in.D.C. 148 21.0 0.0 0.057 8
Wall:Wood Frame, 16in.D.C. 1,184 21.0 0.0 0.057 57
Window:Vinyl Frame,2 Pane w/Low-E 137 0.290 40
Window:Vinyl Frame,2 Pane wl Low-E 13 0.290 4
Door: Solid 20 0.190 4
Door:Solid 17 0.140 2
Basement:Solid Concrete or Masonry 1,184 0.0 11.0 0.056 66
Wall height:8.5'
Depth below grade:8.0'
Insulation depth:7.7'
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck Vers' n 5. 0 a d to corly with the mandatory requirements listed in
the REScheck Inspection Checklist.
Name-Title Date
1
Project Title: HUGHES RESIDENCE Report date: 11/03/14
Data filename: Page 1 of 7
Project Title: HUGHES RESIDENCE Reportdate: 11/03/14
Data filename: Page 2 of 7
CREScheck Software Version 5.5.0
�(J Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Requirements: 12.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified Field Verified
# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
& Req.ID
103.2 Construction drawings and ❑Complies
[PR111 documentation sufficiently ❑Does Not
demonstrates energy code
compliance for the building ❑Not Observable
envelope. ❑Not Applicable
103.2, Construction drawings and ❑Complies
403.7 documentation sufficiently ❑Does Not
[PR3]' demonstrates energy code
1� compliance for lighting and ❑Not Observable
mechanical systems.Systems ❑Not Applicable
serving multiple dwelling units
must demonstrate compliance
with the commercial code.
403.6 Heating and cooling equipment is Heating: Heating: ❑Complies
[PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr— El Does Not
I ,on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable
!other approved methods. Btu/hr Btu/hr
[]Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3)
Project Title: HUGHES RESIDENCE Report date: 11/03/14
Data filename: Page 3 of 7
2010 New
York Foundation Inspection Complies? Comments/Assumptions
Ener
303.2.1 Exposed foundation insulation ❑Complies
[F011)z protection. []Does Not
� ❑Not Observable
❑Not Applicable
403.8 Snow melt controls. ❑Complies
[FO12]2 ❑Does Not
V, []Not Observable
❑Not Applicable
Additional Comments/Assumptions:
��High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: HUGHES RESIDENCE Report date: 11/03/14
Data filename: Page 4 of 7
Section Plans Verifled Field Verified
# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
& Re .ID
402.4.4 Fenestration that is not site built ❑Complies Requirement will be met.
[FR20]1 is listed and labeled as meeting ❑Does Not
AAMA/WDMA/CSA 101/i.5.2/A440
or has infiltration rates per NFRC ❑Not Observable
400 that do not exceed code ❑Not Applicable
limits.
402.4.5 IC-rated recessed lighting fixtures ❑Complies
[FR16]2 sealed at housing/interior finish ❑Does Not
and labeled to indicate&It;=2.0
cfm leakage at 75 Pa. []Not Observable
❑Not Applicable
403.2.2 All joints and seams of air ducts, ❑Complies
[FR13]1 air handlers,filter boxes,and ❑Does Not
V, building cavities used as return
ducts are sealed. []Not Observable
❑Not Applicable
403.2.3 Building cavities are not used as ❑Complies
[FR15]3 ducts or plenums. ❑Does Not
i_k []Not Observable
❑Not Applicable
403.3 HVAC piping conveying fluids R-_ R-_ ❑Complies
(FR17]2 above 105 OF or chilled fluids []Does Not
below 55 OF are insulated to R-3.
[]Not Observable
[]Not Applicable
403.4 Circulating service hot water R-_ R-_ ❑Complies
[FR18]2 pipes are insulated to R-2. ❑Does Not
u [_-]Not Observable
❑Not Applicable
403.5 Automatic or gravity dampers are ❑Complies
[FR19]2 installed on all outdoor air []Does Not
91 intakes and exhausts.
[]Not Observable
[]Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier3)
Project Title: HUGHES RESIDENCE Report date: 11/03/14
Data filename: Page 5 of 7
2010 New
York Insulation InspectionComplies? Comments/Assumptions
Energy
303.1 All installed insulation labeled or ❑Complies
[IN13]' installed R-values provided. []Does Not
[]Not Observable
[]Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: HUGHES RESIDENCE Report date: 11/03/14
Data filename: Page 6 of 7
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Re .ID
402.4.2, Building envelope tightness ACH 50 =_ ACH 50 = ❑Complies
402.4.2.1 verified by blower door test result ❑Does Not
[FI17]' of<,,7 ACH at 50 Pa.This ❑Not Observable
requirement may instead be met
via visual inspection, in which []Not Applicable
case verification may need to
occur during Insulation
Inspection.
403.2.2 Duct tightness via post- _cfm _cfm ❑Complies
IF1411 construction with maximum []Does Not
leakage of 8 cfm to outdoors, or
12 cfm across systems. For ❑Not Observable
rough-in tests,verification may ❑Not Applicable
need to occur during Framing
Inspection,with maximum
leakage of 6 cfm across systems
and 4 cfm without air handler. _
403.1.1 Programmable thermostats ❑Complies
[FI912 installed on forced air furnaces. ❑Does Not
J [-]Not Observable
❑Not Applicable
403.1.2 Heat pump thermostat installed ❑Complies
[FI10]2 'on heat pumps. ❑Does Not
14 []Not Observable
❑Not Applicable
403.4 Circulating service hot water ❑Complies
[F[11]2 systems have automatic or ❑Does Not
y�. accessible manual controls. ❑Not Observable
❑Not Applicable
401.3 Compliance certificate posted. ❑Complies
[FI712 ❑Does Not
El Not Observable
❑Not Applicable
303.3 Manufacturer manuals for ❑Complies
[FI18]3 mechanical and water heating ❑Does Not
equipment have been provided. ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: HUGHES RESIDENCE Report date: 11/03/14
Data filename: Page 7 of 7
�J( 2010 New York
Energy Conservation
Construction Code
Energy Efficiency
Certificate
Insulation Rating R-Value
Above-Grade Wall 21.00
Below-Grade Wall 11.00
Floor 0.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.29
Door 0.19
Heating&Cooling Equipment Efficiency
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
----------------------
0
Community Development Office i
own of Queensbury • 742 Bay Road • Queensbury, New York 12804 i
Marilyn Ryba, Executive Director• David Hatin,Director of Building&Codes ;
Craig Brown,Zoning Administrator
-----------------------
BUILDING PERMIT CALCULATION SHEET:
NATURAL LIGHT, VENTILATIONAND EMERGENCYEGRESS REQUIREMENTS
REQUIRED ACTUAL LIGHT REQUIRED ACTUAL SQUARE FOOT
HABITABLE ROOM AREA OF ROOM IN LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS
SQUARE FEET 8%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS
AREA FOOTAGE
off zna Z 5 0
O Q " (p LA o
Z o b , p
�'-JVSG 7" zS qct _ It
5 0 "o
QUESTIONS? CALL 761-8256 OR EMAIL
codes@ cueensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
www.auensbury.net
B 10-LTR 11-20
W I N o O W S Y S T E M S
ECO Shield Egress Calculator
28�I-f'O M©'c�t2nlV IOW
Results For 200 Series Double Hung
Frame Width 33.5 X Frame Height 60.5
Bottom Sash Up = 29.3125 In X 24.7500 In = 5.0381 Sq.Ft.
Bottom Sash Out = 29.3125 In X 28.1250 In = 5.7251 Sq.Ft.
Visible Glass Top = 27.2500 In X 26.8125 In = 5.0739 Sq.Ft.
Visible Glass Bottom = 28.0625 In X 26.8125 In =. 5.2252 Sq.Ft.
Total Visible Glass = 10.2991 Square Feet.
Printed on Monday, November 03, 2014 12:51:53 PM.
, i
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SHIELD
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l00'd £098 ERS ILEI 41Od1£011t OW11181e0XM
Customer Quote Kasson & Keller Inc,
60 School Lane
„ Fonda, NY 12068
Phone: 1-800-452-7535
Fax: 518-853-3299
BILL TO: SHIP TO:
i '.rQUOTEk . . . I�DA:TE- ;.':,,';,>":::;:BID.BV :;: .:::.:.,,_URDERPLACED'BY�'.: ORDERTAICENBX. .
216020 1 Quote Not Ordered MIKES
IOBJVALvJE_` ...::_: :.. . CUSTOMERYOtF, . TERMS, " .:. ;: CARRIER
LIlVE#DESCRIPTION."•. .`(.: QUANTITY . UNLTPRICE< .:. .EXTENDEDTRICE , l
100-1 "UNIT*200 Operating/Double Hung(2 LKs)•- 10 $238.00 $2,379.95
J-Channel
*CALL SIZE*2-8 X 4-10 -- -- -- --
*OVERALL MANUFACTURED SIZE*33 12 X 60 I/2
OVERALL ROUGH OPENING"34 X 61
"FRAME COLOR*White h
"ALUMINUM REINFORCING*Horizontal Only S .
*SCREEN"Full Screen,Fiberglass Screen
+JAMB*6 9/16"Primed Extension Jambs
**ROW L.*w
"GLASS *ST Energy Star(U:0.29/SHG:0.29); , ME
Tag: 28410 VIEWED FROM EXTERIOR
:QUANTITY,':..ONIT'PRICE`, EXTENDED,PRICE
200-1 'UNIT*200 Operating/Double Hung(2 LKs)- 2 $157.83 $315.67
J-Channel
*CALL SIZE*2.0 X 2-10
*OVERALL MANUFACTURED SIZE*25 12 X 36 1/2
"OVERALL ROUGH OPENING*26 X 37
"FRAME COLOR*White 2
"ALUMINUM REINFORCING*Horizontal Only
"SCREEN*Full Screen,Fiberglass Screen
*JAMB*6 9/16"Primed Extension Jambs
*R ROW 1: **
*GLASS* ST Energy Star(U:0.29/SHG:0.29);
Tag: 20210 VIEWED FROM EXTERIOR
PROJECT' :'QUO CE SUB-TOTAL; $2,695.62
JOHN HUGHES JOHN HUGHES LA$OR $0.00
Comments: FREIGHT, $0.00
SALES TAX:. $0.00
Disclaimer: TOTAL: $2,695.62
CUSTOMER QUOTE TERMS
• Price is Verified For 60 Days From Date Quoted
Price is Subject to Review and Final Acceptance by Dealer
Print Date: 11/3/2014 1:52:17 PM Original Quote Creation Date: 11/3/2014 Page 1 Of 2
l /l # E09Bd6L815' Wd90 £O bI-EO-II
I00'd £099Z6L9LS OL:51 bIOzl£0lLL awllfa;epXH