2003-299 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community°Development-Building&Codes (518)761-8256
, AT FCOMPLI
CE,JAT IFIC ACE
Permit Number: P20030299 . Date Issued: Monday,October 27,2003
This is to certify that work requested to be done as shown by Permit Number P20030299
has been completed.
Tax Map Number: 523400-301-013.0002-079-000.0000
Location: 22 CHIPPEWA Cir
Owner: GARY DILMORE
Applicant: COLLEEN SHAW
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
Director of Building&Code Enforcement
T:OVVN- OF QUEENSB'URY,
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERIVIIT
Permit Number: P20030299 Application Number: - A20030299
Ta-i Map No: 523400-301-013-0002-079-000-0000
Permission is hereby granted to: COLTYF,N SHAW
For property located at 22 .CHIPPEWA Cir
in,the Town of Que'ensbury,to construct or-place
at the above location in accordance with application together with plot plans and other information'heieto filed_
an&approved and in compliance with the NYS Uniform Building Codes and the-Queensbury Zoning
Ordinance. Tye`of Construction Value'
Owner Address: GARY DILMORE'
COLLEEN SHAW Deck $1,000.00
Total Value $1,000.00
22 CHIPPEWA Cir
QUEENSBURY,NY, 12804-'0000.
Contractor or Builder's Name 1 Address Electrical Inspection Agency
Plans&Specifications _
2003-299
228 SQ FT DECK AS PER PLOT PLAN.SPECIFICATIONS
$40.00 PERMIT FEE PAID-THIS PERMIT'EXPIRES' Saturday;May 22,2004-
(If alonger period is required,an.appjication for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before,the expiration date.)
Dated at the To ueen S May 22,2003'
SIGNED BY for the Town of Queensbury..
Director of Building&'Code Enforcement
Porch,. Deck<, Dock,, or Boathouse, 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. No Permit File No.c�06 —a-1
inspection will be made until applicant has received a valid Fee Paid $
building permit. All applicants'spaces on this application must be Reviewed By:
completed and must appear on the application form.
Applicant: & ��� Owner: (222 1AH��' #-A D
Address: ,' =f ll°���:�'�7-��dC'� Address: vas
Phone#{�(��3- 5773 Phone#( �)-2i-.� ?3
Email Address: n- Email Address:
Person Responsible for Supervision of Work as Regards to Building Codes:
Name Address:, Phone
Property Location: Lot Number: / House Number
Subdivision Name: Tax Map Number: - —�
Estimated Market Value of Construction: $ f,OZ�P
o Porch V
iu, deck ,0
o Dock MAY 9 zOQ 3
Boathouse
❑ Other work(describe TOWJV OF QviEsIvs
` Size of structure to be built C square feet BUj�D/�� !p Cpp�Y
Submit along with this application:
1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed
structure showing setback dimensions from all property lines. Show location of
water supply and location and configuration of septic disposal area.
2. Two sets of structural drawings. Indicate size of posts or studs, floor joists,
decking or flooring material to be used. Show how the porch or deck will be
fastened to the building. If a roof will be constructed,indicate the size of posts or
studs,roof rafter spacing and span. Indicate type of roof: sloped,flat,-shed,or
other. Indicate the type of material being used for the roof.
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 B 'lding Code,the Zoning Ordinance and all other laws
pertaining to the proposed wor a be c ,whether specified or noted,and that such work is
authorized by the owner.
Applicant's signature: Date: c�
L:1SueHemingway\Building.Permit.FORMS\Porch.Porch.Permit.doc 8/13/02 revised per DH
i
Residential Final Inspection }
Office No. (518) 761-8256 Date Inspection request received: ;
Queensbury Building&Code Enforcement Arrive: am/ , {- epai _, am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: J `'
<'
NAME: --������-�— � PERMIT_#:
LOCATION: r. 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
Roof Complete
Guard 30 in.or more a 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
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
8 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
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing
Window in stairwells safety lain
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: J Battery backup:
Bathroom Fans,if no window
Carbon Monoxide detector
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
3/4 hour fire door/door closer
Garage fireproofing
Duct work Sealed properly
Attic access 30 in.x 24 in.x 30 in.(ht.)Irl 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 'A14
Final Survey Plot Plan ,
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification,if required
Okay to issue C/C(Cert. Of Compliance)
Okay to issue Temporary C/O Cert. Of Occupancy)
Okay to issue Permanent C/O(Cert. Of Occupancy)
L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doe edited January 28,2003
Residential Final Inspection
Office No. (518) 761-8256 Date Inspection requ -ebei d-
Queensbury Building&Code Enforcement Arrive: rt: Xt- L) pM_"-`
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s:
NAME: P T M
LOCATION: ATE:
TYPE OF STRUCTURE:
Comments
Y N NIA
Chimney Ht.f"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof
Roof 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
Grade away from foundation 6 in. with 10 ft.
Handrail Termination at Newell Post or Wall V
8 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 Valve(s)installed
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety gla#ing
Window in stairwells safety glazin;g
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: — / Battery backup:
Bathroom Fans,if no window
Carbon Monoxide detector
Plumbing fixtures
Foundation insulation
Floor truss,draft stoEing finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
3/4 hour fire door/door closer
Garage fireproofing
Duct work Sealed properly
Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, I sq.ft,-150 sq. 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(Cert. Of Compliance)
Okay to issue Temporary C I 0(Cert.Of Occupancy)
Okay to issue Permanent C 0(Cert. Of Occupancy) 4:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doe edited January 28,2003
Fran-ling / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection req rec ived*Inspection req 5; rec ived*.
Queensbury Building& Code Enforcement Arrive: pm a
742 Bay Road, Queensbury,NY 12804 Inspector's Ini al -
NAME: PERMIT#:
LOCATION: INSPECT ON: __03
TYPE OF STRiJCTrJRE:
Y N N/A COMMENTS
"Framing
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
—Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate.
I 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 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 Y2inch 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
LAS Lie H emingway\B u i I d in&Codes.In specti on.FO RNISTranni n g Firestopping Inspection Report,doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request ive
'I rerquestiv
Queensbury Building&Code Enforcement Arrive: VZ; a a
s.
742 Bay Road, Queensbury,NY 12804 Inspector's Initia
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N �N/A COMMENTS
Framing %
—Ynk—S—tuds 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. kA
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 V2 (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 V2inch 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.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (5 118)761-8256 Date Inspection request�eccived: 16 31
Queensbury Building&Code Enforcement Arrive: am/pinj Ap,,,f Depart: am/
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#:
LOCATION: At—Xk t,""IL� INSPECT ON: 5 3 0 16 1
TYPE OF STRUCTURE:
Comments
Y NI N/A
s:
iers
wronolithic 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
Foundation Dampproo,fing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil of for wet areas Linder slab
Backfill Approval 4P
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\13uilding,Codes.Inspection.FORMS\Foundation inspection Report.doc January 28,2003
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, ct Design System, Store No. 641, Store No. 641
1.6- 1:3662003
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'he purpose of this view is to provide a general outline of the layout of the substructure of the design.
le sure that this design meets your needs and local building code requirements. Some building codes
equine that the beams be fastened together on the same side,notched into the side of the post.
'lease consult your local building department for your code requirements and nailing techiques.
{
Lowe's Project Design System, Store No. 641, Store No. 641
un May z1816:30:25 2003
i e'7naterials in this deck will cost$1051.32
3D View
RECEIVdD
MAY 19 2003
TOWN OF QUEENSBURY
BUILDING AND CODE
J. .
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re
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r.
The purpose of this view is to provide a three dimensional view of the deck.Have this checked by a qualified.professional
or building inspector. A complete Project Package includes a Plan View,Dimensioned Plan View,Post Layout Yew,
3D View and a Materials list.Please consult your local building department for your code requirements and nailing techiques
Lowe's Project Design System, Store No. 641, Store No. 641
Sun MayJ 816:32:09 2003
Dick Dimensions for Deck 1
19' 3"
Gl
Deck 1 --- -
16' 3« 3'
16' 3" 3'
191 3"
Joist Spacing = 16 in. o.c.
Railpost -Spacing 96 in: o.c_, Baluster Spacing = 4 in:, Toe Spacing = 4 in., Railing Height =
The purpose of this view is to provide a general outline of the layout of the substructure of the design.
Be sure that this design meets your needs and local building code requirements. Some building codes
require that the beams be fastened-together on the same side,notched into the side of the post.
Please consult your local building department for your code requirements and nailing techiques.
Lowe's Project Design System, Store No. 641, Store No. 641
&un May 816;31:03 2003
Post Layout for Deck 1
121 211 1G C.
1 I1
- 1 I
[ -
1 j
� I
3
, I
1
I
I 4r 3"
1 -------- -!
1 I
} I
I I
[ I
11 311 ■ i 1 311
.L
I I
........... L---- ---------------- -.-------------- ---------------- -- -J.
Basepoint
O (JI 61 i0
i
i
The purpose of this view is to provide a general outline of the layout of the substructure of the design.
Be sure that this design meets your needs and local building code requirements. Some building codes
require that the beams be fastened together on the same side,notched into the side of the post..
Please consult your local building department for your code requirements and nailing-techiques.
Lowe's Project Design System
Store No.641
Glens Rift, NY
5h8/2003
Materials for Deck:
Qty UOM SKU Price Use Description
24 EA 6597 $1.97 Baluster 2X2X8#1 PRESS TREATED.40 RET
7 EA 35048 $5.69 Beam 2X8X8 .40 TOP CHOICE TREATED
66 EA 54814 $5.59 Decking 5/4X6X8 TOP CHOICE SEVEREWEATHE
5 EA 31258 $4.16 H Bottom Rail 2X4X8 TOP CHOICE SEVERE WEATHEF
3 EA 33838 $6.30 H Top Rail 2X6X8 TOP CHOICE SEVERE WEATHEF
3 EA 33847 $7.92 H Top Rail 2X6X10 TOP CHOICE SEVERE WEATHEI
18 EA 35114 $8.29 Joist 2X8X1 2 -40 TOP CHOICE TREATED
1 EA 35060 $6.89 Joist 2X8XI 0 .40 TOP CHOICE TREATED
3 EA 35048 $5.69 Joist 2X8X8 .40 TOP CHOICE TREATED
1 EA 35048 $5.69 Ledger 2X8X8 .40 TOP CHOICE TREATED
I EA 35114 $8.29 Ledger 2X8X12 .40 TOP CHOICE TREATED
I EA 5291 $7.97 Post 4X4X10.40 TREATED GM2 CCA
1 EA 52416 $4.97 Post 4X4X8.40 TOP CHOICE TREATED TIMBE
5 EA 52416 $4.97 Railing Post 4X4X8.40 TOP CHOICE TREATED TIMBE
4 EA 31258 $4.16 V Top Rail 2X4X8 TOP CHOICE SEVERE WEATHEF
I EA 31271 $5.36 V Top Rail 2X4X10 TOP CHOICE SEVERE WEATHEI
I Box 51856 $16.70 Baluster Screws DECK/TREAT LBR SCREW 3"5 LB
12 EA 67415 $2.19 Beam Bolts3 5/8X8 HEX BOLT GALVANIZED
12 EA 67419 $0.38 Beam Nuts3 GALV HEX NUT 518
12 EA 67418 $0.33 Beam Washer3 GALV FLAT WASHER 5/8"
18 EA 10385 $2.92 Concretel CONCRETE MIX-80# QUIKRETE
2 Box 51854 $16.70 Deck Screw 8X2 1/2'PRMEGARD SCREW 5LB
1 Box 68408 $2.27 Joist Hanger Nails- JOIST HGR.NAIL 1 LB 1-1/2"NAI 11 CD
17 EA 14302 $0.44 Joist Hangers 2x8 JOIST HGR 2X6-9' SGL JR-SS-CD
1 Box 69346 $8.17 Joist Nails NAIL PRESSURE TRD LBR R/S 5LB 16D
32 EA 67361 $1.50 Ledger Bolt 2 GALV LAG SCREW 3/8 X 6
32 EA 61816 $0.11 Ledger Washer 2 LOCK WASHER GALV 318 74764
1 EA 16924 $8.98 Poly weed blocking 1 0'X26 BLACK 6MIL PLASTIC SHEET.
6 EA 14353 $4.79 Post Bracket POST BASE 4X4 ELEVATED EPB-4408CE
6 EA 67357 $2.32 Post Bracket-Bolt GALV CARRIAGE BOLT 112 X 8
6 EA 67342 $0.21 Post Bracket-Nut GALV 1/2 HEX NUT
6 EA 67342 $0.21 Post Bracket-Washer GALV 1/2 HEX NUT
20 EA 67390 $0.11 Rail Post Washer GALV 3/8 FLAT WASHER
20 EA 63399 $0.56 Rail Post Bolt HEX LAG SCREW * 3/8-7 X 6
1 EA 10149 $4.49 Sonotube-1 CONCRETE FORM TUBES 8"X48"
1 EA 39516 $2.93 TOOL-Sandpaper 1/0 SANDING SPONGE MED.
i EA 91447 $2.98 TOOL-Snap Line 100'LINE REEL
Deck: $1051.32,plus sales tax
Price Valid Today,5/182003
This Estimate Guaranteed for 7 day(s)
Parameters from GLNSFLL.cod parameter file.
Parameters used for Deck 1:60 psf live load,48 inch footing depth.
Warning:
This is not a final design plan.Variations in building codes,
specific architectural considerations,or site conditions may
require changes to this design. You are responsible for the final
structure,code verification, material usage,,and structural safety
of this design. Be sure to check and verify the design with your
local architect, engineer and building inspector.
Lowes is a supplier of materials only. Lowe's does not
engage in the practice of engineering,architecture,or general
LOT 138 NOTES:
1) THIS SURVEY WAS PREPARED WITHOUT THE
BENEFIT OF AN ABSTRACT OF TITLE AND IS
LOT 139 THEREFORE SUBJECT TO ANY EASEMENTS,
COVENANTS OR RESTRICTIONS OF RECORD
ANY STATEMENT OF FACTS SUCH DOCUMENT
WOULD DISCLOSE,
LR.F.
2) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY
5743?S,p E LOT 140 SEAL IS A
VBEARING
LICENSED
LAND
D V S ON
IOO ATIION OF SECTION 7209, SUB—DIVISION 2, OF THE
NEW YORK STATE EDUCATION LAW.
RECEI�r
`Vc Y 3) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY
l., MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS
I.R.F. SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
MAY 2 Y 2002
TOWN OF QUEENSBU
BUILDING,AND CO
LOT 132
LOT 134 20,J86 SO. FT.
b
14,3
w �
q
C EIV electric meter
110
May 19 2003 y00SEzBB. LOT 130
TOWN OF QUEENSBURY
g lNG AND._ — gos mete o
o`'�p 1APJD g. ''
6GC���Ff-
v�432's MAP OF A SURVEY OF LOT 132 LAND 0' PINES
�25,p0' elec. oc,t.✓.
MADE FOR
tm°s. tale. "J' �C:
C&Ipp �TF"°.495 �� CAR W. DILMORE & COLLEEN A. SHAW
� � I.R.F. "/"9 OF NE�„�,`
CjRCL�, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK
DEED REFERENCE:
MAP REFERENCE: DAVID J. BOLSTER
MAP ENTITLED" MAP SECTION No. 5 OF LANDS JOSEPH P. AMMIRATI
TG LICENSED LAND SURVEYOR
OF PINES, TOWN OF QUEENSBURY, WARREN
SCHERMERHORN CONSTRUCTION CORP. 342 MAIN STREET, HUDSON FALLS, NEW YORK 12839
COUNTY, NEW PORK"
DATED FEBRUARY 23, 1984 DATED B 2, 2000
PREPARED BY COULTER &McCORMACK, LS RECORDEEDD IN N BOO OK 1191 AT PAGE 19 DATE: APRIL 9, 2002 SCALE: 1"= 30' N.Y.S. LIC. N0. 49534
FILED IN THE WARREN COUNTY CLERK'S OFFICE IN THE WARREN COUNTY CLERK'S OFFICE DWG. NO. 02-010 B
revised Moy 28, 2002 p e I,R,F