2004-580 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: T20040580 Date Issued: Friday, December 03, 2004
This is to certify that work requested to be done as shown by Permit Number P20040580
has been completed.
Tax Map Number: 523400-295-020-0001-025-000-0000
Location: 76 FARR Ln
Owner: RICHARD &KRISTA WATERS
Applicant: RICHARD &KRISTA WATERS
This structure may be occupied as a:
By Order of Town Board
Residential Addition TOWN OF QUEENSBURY
� 1
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: P20040580 Application Number: A20040580
Tax Map No: 523400-295-020-0001-025-000-0000
Permission is hereby granted to: RT('HARD &KRTSTA WATF,RS
For property located at: 76 FARR Ln
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: RICHARD &KRISTA WATERS
76 FARR Ln Residential Addition $65,000.00
Total Value $65,000.00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-580
595 SQ FT RESIDENTIAL ADDITION
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 18, 2005
(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 bf day,August 18, 2004
SIGNED BY :P7 ,4t7
for the Town of Queensbury.
Director of Building&Code Enforcement
Building Permit Application
Town of Queemsbmy—Dept of Cammunity Devetopz e=t,742 Bay Road,Quedasbury,NY
(518�761•$256 .
A permit must be obtained before beginning construction. Permit File No. S
No inspection will be made until applicant has received a FCO paid
valid building permit..All applicants' $paces on this Rea.Fee Pair $
application must be completed and must appear on the Reviewed B '
applidation form.
Applicaat: RI Aa I M11 Kt� A W 4Jw 5 Owner: LI �G 2 G
Address: "7 tie_ Address:_�______,_
649
60
o ._..�.._._._.... _�,.._..__.
Phone#(C,1 g)21- q s'4 Phone
C� -
C.
Property Looatio%i Lot Number:_111_/ House Numnber 7 6 =T
SubdivisionName: Tax Map Number: a25 gAA� ��
v New Building: residence !commercial 'Estimated Market Value of Construction:$
Addition: commercial If an di'on,wbz t, ill.use of new„,%dditi n ba?
C Alteration: residence/ commercial
0 Pfo change to exterior size: rasidmca/com'1 '
* Other work(describe )
Check Occupaneywormation V Floor 2 Floor Other floor Total
Below sq.ft. sq.ft. sq.% Square Feet
IsQ Siu aimi1 dwellin i��
o Two famil dwg
o Tow7ahouse
0 Multifamily dwelling
#of units
0 Office
o Mercantile
o Maaufaatu:dss
0 1 oar deft chutRLaja
0 2 oar detached 9=90
0 3 oex detached S=4ge
0 1 car attached gamse
0 2 oar attaehod ge .
0 3 car attached pmse
0 Storage building-
oosrnneroial
o Storage building-
residential
Other o� I o 20
What is the proposed height of the structure t$ feet Z ,inches
Will any second-hand or ungraded lumber be used? If so,for what? N4 -,
Type of Heating System: electric/ oil / s wood / reed hot ai / baseboard 1 other:
Number of Punt laces to be installed Q Number of,jUedrtgggI to be installed
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number_ _ --
Builder -
- Piuxnoer -
Mason
Bleotrician
Deol=gg ; please sigubelow after you have carefully read the statement:
To the best of my Imowledte 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 promises 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 Vwe shall
submit,prior to a Cartlficate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of Bgilding and Codes,an As IN&Suruev by a licensed surveyor;drawn to scale,showing actual
locationo£all oo ctt
Signature: owner, er's age arobiteot,contractor
Check Residential Plan Review: One&Two Family Dwellings
Y/N/N/
(2)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:
Window Schedule With Glass Size
Door Schedule/Main Entrance 36"Door
/ Emergency Escape Or Bedrooms and Habitable Space
�( Above/Below grade,5.7 sq.ft.
Grade,5.0 sq.ft.
24"(h)x 20"(w)min.
44"Max.Height above floor
Residential Check Paperwork Compliance and Inspectors Checklist: OK
Dampproofing/Waterproofing Materials On Plans.
Foundation Drainage On Plans,if required
VY 6"Drop in 10'Exterior Grade
Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where
Required
Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls
PlatformsAfExtenor Doors
�'- -- ------------�-------_ - �
irway Headroom 6' 8'All Stairs-36"Width - —�
Stair Run and Rise
Winder Run and Rise
Spiral Not Allowed From 2n Story
Smoke Detectors Battery Backup and Proper Location
Bathroom Fixtures Proper Clearance
Hall Width,36"min.
pi Handrails More Than One Riser On Open Sides
0o Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht.
Safety Glazing Notes For Required Areas
a -geFixe aratibn
Garage Floor Slo d
Attic Access
Roof over 30"-22"x 30"/Crawl Spaces 18"x 24"Access
Carbon Monoxide Detector Lowest Sleeping Level
Soil T sults,if required
` epti of _ ell Or er L-ine-Sep ation -,� ��� -----
- - -- _.t.T \ ...
All Paperwork Signed _ - l ,` �- Pe 6
- ;�
Queensbury Building & Code Enforcement - Residential Final Inspection
1
Office No. (518)761-8256 Arrive: am/pm rt: pm
r a
Date Inspection request received: _ Inspector's Initials: J �
NAME. PERMIT#: O
LOCATION: 0 , DATE: '
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
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.
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/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / 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 i
Crawl spaces 18"x 24" access, 1 s . ft.-150 s . ft.vents
uildin No./Addre visi 1 fro road ®C
Final Electrical J ( IO
Site Plan /Variance uired
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\Building&Codes\Insvection Forms\Res. Final Insn. form 2.docLast printed 2/12/04
i
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/pmr a rt: _ �m/pm ✓�
Date Inspection request received: Inspectors Initials: �`
NAME: ���� PERMIT#: (_�l ` J �0
LOCATION: DATE:
TYPE OF STRUCTURE: z2
Comments
Y N N/A
,Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
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.
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/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / 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/'/4 hour fire door/door closer
Duct work Sealed properly
as 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
uildin No./Address visible from road
Final Electrical G��d (/1AC—
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\Building&Codes\Inspection Forms\Res. Final Insp. form 2,docLast printed 2/12/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/ m epart: apm
Date Inspection request r ceived: — Inspector's Initials:
NAME: I PERMIT#: [ a
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments 1 7
Y N N/ 0
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in. or more P,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 %"
Gypsum
Grade away from foundation 6 in. with 10 ft.
Handrail Termination at Newell Post or Wall ��-L�.
6 inch clearance to sill plate l
Gas Valve shut-off exposed/regulator 18"above grade VA
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
A �'
Low water shut-off boiler ' `� I IVO �
Relief Valves installed/Heat Trap/Water Temp 110 bQ�1/J/ Us,,#j%
Interior privacy/trim/doors/main entrance 36 in. /
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 P2D U -(r� G �T C CC�S
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/'/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 . 1-150 s . ft. vents
Building No./Address visible from road ®®��
Final Electrical /(/L� F1lV4i
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\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
a poN
Rough Plumbing / Insulation Inspection Deport
Office No. (518) 761-8256 Date Inspection request c v /U
Queensbury Building�i Code Enforcement Arrive: p epart: �? 1 a pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: oe
/ a
NAME: PERMIT #: 5
LOCATION: �7r INSPECT ON: l0 Me
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2, R-3,R4 Drain/Vents
Cast Iron, Copper Drain/Vent/ Comm. \
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
1 % inch min. Drain Size n
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
CPVC,Pex One and Two-Famil
jnsulatioo.,b Residential Check/ Commercial Check
Proper Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supp!y for Furnace
Duct work sealed properly/No duct tape
COMMENTS:
e
LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003
Rough Plumbing / Insulation Inspection Deport, 1,,151)
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: am/p part:(-/ am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: --� PERMIT #: OL4 — SRO
LOCATION: 4 —�— c INSPECT ON: -- - J
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
1 % inch min.. Drain Size
Washing Machine Drain 2 inch min.
)ifiad.or Air Supply Test G (/
Drain and Vents /V
5 PSI or 10 feet above highest
connection for 15 minutes
Cleanout every 100 feet/change of direction
ater Supply Piping ,0
ooper Commercial
Coo er, CPVC,Pex One and Two-Family
nsulation/Residential Check/Commercial Check 1A4--
Pro er Vent, Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
,)?net work sealed properly/No duct tape
COMMENTS:
LASueHemingwaylBuilding.Codes.Inspection.FORMS\Rough Plumbing insulation Report.doc November 17,2003
1 -� a_ prq
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: '
Queensbury Building& Code Enforcement Arrive: am/pT Depart: m/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: `J. fvl' C� PERMIT #: C)
LOCATIONQj,-;:;�—,,� INSPECT ON: �—f_
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
I % 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 a
Cleanout every 100 feet/change of direction �v
Water Supply Piping
Cooper Commercial �C
Cooper, CPVC,Pex One and Two-Famil
elation/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:
LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received-
Queensbury Building& Code Enforcement Arrive: am/ rl, depart: • a m/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � w:
NAME: PERMIT#: OP
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing __,r .,
aJ ck Studs 7lIeaders
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
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire 2, 3,4 hour_ restoppingt, P4K1D71_0,A
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation r
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 C. %
5.0 sf grade
Vbi /
LASueHemin.-way\Building.Codes.Inspection.FORMS\Framino Firestooppp!ig In ection Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report
e
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: am/ft rt: a pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: q�q
NAME: �� �'C PERMIT #:
LOCATION: INSPECT ON9 --Q�—0
TYPE OF STR CTURE:
YY N N/A
PVC: 'R-1,R-2, R-3,R4 Drain/Vents
Cast Iron, Copper Drain/Vent/ Comm.
Plumbing Vent/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
C oper Commercial
0o per,CPVC,Pex One and Two-Famil
sti'on%`Residential Check/Commercial Check ot
�- Proper Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
/Duct work sealedproperly/No duct to e
COMMENTS:
v
LASueHemingway\Building.Codes.Inspection.FORMSTough Plumbing Insulation Report.doc November]7,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: am/p�i� epart: pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: f PERMIT#:. O7"�V . ..
LOCATION: C 0 INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly j
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
- I
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2 (w) 16 gauge (8) 16D nails each side
Draft stoppi 1,000 sq. ft. floor trusses
Ancho olts 6 ft. or less on center
lad'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 _
L:\SueHemin.-Way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 '� t ' p # In's. $ctiori re uest e ei ed:
Queensbury Building&Code Enforcement Arrive: 0•o► aI epart: �wpm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s:
NAME: _ S . PERMIT#:
LOCATION: -72
_ INSPECT ON:
TYPE OF STRUCTURE:
Comments
.� ho�J
_ —--- - Y N N/A
` Piers
Monolithic Slab
Reinforcement in.Place J�
The contractor is responsible for
providing.protection from freezingQ�%�
for 48 hours following the placement
of thc'concrete, �
Materials for this p ose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing �C-
Foundation%Waterproofing D
Type of Dampproofing,/Waterproofing
Footing Drain Daylight or Sump
Footing Drain-°Stone:
12 inch width
6 inches above .f'ooting
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
Rough Grade 6 inch drop within 10 ft.
L:\SucHemingway\Building.Codes.Inspcction.FURMS\Foundation Inspection Report.doc .January 28,2003
�3) ��ZSxI �q-NLVL 25'-10"
POR X10 MWZM PED9 2'-0 1/4" 14'-2 1/2" 9'-7 1/4"
AT P ETER) C,awiv�n►,'moo Fri. O
PELLA 7281 =~6. X..6
T7
(3) aX(� o SLIDER
(6'-0" X 6' 8 5 8" R.O.
i ifp� v 6'-2" 18'-3
KOHLER SHOWER
(K-12100) U O
'-1 3/4 FAN 0 CLp
2 N BEDROOM
cv LI EN 5 1/2 n INTERIOR WALL co
AT POCKET DOORS I I
0 C MINIMUM 22'X30"
EXISTING
.* `\ i ATTIC. ACCESS
KITCHEN �� i , Y BETWEEN FRAMING
FILL IN EXISTING OPENING
WALK—IN CL 0 2X 10 RAFTERS AND
AT DOOR. REMOVE WALL AND CLOSET co 2X8 CEILING JOISTS 4'-8"
ENLARGEN SIDE DOOR _ N N AT 16" OC
FOR 4'-0" BIFOLD DOOR. '
28 INTERIOR BEARING
REF CLOSET SMOKE
WALL CLOSET I
_� N N
ALARM
0
5 2X12 _ 30 B.F. RIDGE BOARD
co
G
�PANTR
y j�;PG p� �Y�Svrv� SMOKE 3 0
U3 ►N�1R 1oK �R 'j LAu, ALARM
a
2
t.
N �
I LAUNDRYOPNC.
5/6 +' '`X C vt"cij ROO
C C� ` De CG,ZlWh)
REMOVE EXISTING GYPSUM
OW ON INTERIOR OF GARAGE I
!dNll INST / 1 7'—R" nr, ANTI INSIII ATF WAI 1 WITH WASH i /�
ca,
Foundation Inspection Report
l
Office No. (518) 761-82.56 Date Inspection request e ei d:
Queensbury Building&Code Enforcement Arrive: �=0 ?a11 " epart: W-Vi( n
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s:
NAME: �__ _ PERMIT#: V l
LOCATION: � _f — INSPECT ON:
TYTE OF STRUCTURE.
Comments
Y N N/A
otings � �� =�
4 Piers
Monolithic Slab
Reinforcement in Place J
The contractor is responsible for
providing protection from freezingQF, J`
for 48 hours following the placement 7F✓
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour `
Reinforcement in Place \v
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.
LASueHemingway\Building.Codes.InspectionTO RMSToundation Inspection Report.doc January 28,2003
O -q PM
Y--e;� L� b
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am// Depart- �y am pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. 5-
I —
r D
NAME: _ � �' v�S PERMIT
LOCATION: ���C'`x2r anti0 I '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
kotrn +lo IDampproofing -
undation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 roilgply for wet areas under slab
B c� k'a'�`Tfi1 Approval
Plumbing Under SIab
PVC/Cast/Copper
Foundation Insulation'Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SucHemingway\Building.Codes.InspectionTO RMSToundati on Inspection Report.doe January 28,2003
Foundation Inspection Report
Office No. (51S) 761-8256 Date Inspection reque t received:
Queensbury Building&Code Enforcement Arrive: an/ Depart: f. Yoi am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials.
NAME: PERMIT#: C-,
LOCATION: INSPECT ON: a
TYPE OF STRUCTURE: JA
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.
atioiN Wallpour
Reinforcement in Place
r
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
Bacicfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\.SueHemingway\Building:Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-82.56 Date Inspection request received: o U
Queensbury Building&Code Enforcement Arrive: anv Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:Q�
NAME: L PERMIT#: il OO d Q
LOCATION: _ INSPECT ON: - 00
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings T
Piers
Monolithic Slab
Reinforcement in Place /L✓ r -
The contractor is responsible for l
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 SIab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASueHcmingway\Bui Win g.Codes.Inspection.FORMSToundati on Inspection Report.doe January 28,200_
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REScheck Compliance Certificate d By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release lc
Data filename: C:\Documents and Settings\Dan Ryan\My Documents\VISION\Projects\Waters\rescheck.rck
TITLE:Richard and Krista Waters
COUNTY:Warren
STATE:New York
HDD:7635
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE:07/23/04
DATE OF PLANS:6/l/04
PROJECT INFORMATION:
76 Farr Lane,QBY
COMPANY INFORMATION:
VISION Engineering and Construction,LLC
COMPLIANCE:Passes
Maximum UA= 138
Your Home UA= 127
8.0%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 595 30.0 0.0 21
Wall l: Wood Frame, 16"o.c. 848 19.0 0.0 44
Window 1:Wood Frame:Double Pane with Low-E 58 0.350 20
Door 1: Glass 60 0.360 22
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 595 30.0 0.0 20
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 cornWance s Code. N
Builder/Designer Date 7 7-z/a¢ POP��Et- y� 0
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7 REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoflware Version 3.5 Release Ic
DATE:07/23/04
TITLE:Richard and Krista Waters
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor.0.350
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
Doors:
[ ] 1. Door 1: Glass,U-factor:0.360
Comments:
Floors:
[ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
Air Leakage:
[ ] 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:
[ ] 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.
[ ] 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 and glazing U-factors 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.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
S
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.
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.
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.
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 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
� f
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 P 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 HVAC 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)
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