2004-222 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development Building & Codes (518) 761-8256
CERTIFICATE OF COMPL IANCE
Permit Number: P20040222 Date Issued: Tuesday, May-18, 2004
This is to certify that-work requested-to b-e-done-as-shown by Permit'Number ' `- P-20040222
has been completed.
Tax Map Number: 523400-308-010-0002-059-000-0000
Location: 41 NICOLE Dr
O C
Owner: GARY&KATHY SCHNEIDER
Applicant: GARY&KATHY SCHNEIDER
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,14Y 12804-5902 (518)761-8201
Community Development Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20040222 Application Number: A20040222
Tax Map No: 523400-308-010-0002-059-000-0000
Permission is hereby granted to: GARY&KATHY SCHNE )F,R
For property located at: 41 NICOLE 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: GARY&KATHY SCHNEIDER
41 NICOLE Dr Deck $2,000.00
QUEENSBURY, NY 12804-0000 Total Value $2,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-222
320 SQ FT DECK
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, May 06, 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 To W
r a May 06, 2004
7:
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.Q
inspection will be made until applicant has received a valid Fee Paid $ O�
building permit. All applicants'spaces on this application must be
completed and must appear on the application form Reviewed By:
Applicant: C<t-nv Owner:
Address: I/ �V,`4&1-e Address:
"tKWG4j 6kACI , AX is ti%o�
Phone#(5!Or) 7.9;; - yy13 Phone#(`) -
Email Address: Email Address:
Person Responsible for Supervision of Work as Regards to Building Codes:
Name_ G.,&rty �S� w-A- -R Address: Phone �Sl77z_yy�3
Property Location: Lot Number.:�UZ / House Number
Subdivision Name: HewAld. Tax Map Number.
Estimated Market Value of Construction: $
❑ Porch
Deck
❑ Dock RECEIVED
❑ Boathouse
❑ Other work(describe APR .2 2 2p04
Size of structure to be built - 3a.0 square feet TOWN OF QUEENSBURY
BUS NG AND CODE
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 ofmaterial 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-tliat 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.
ti
Applicant's signature: sLze�, Date:
L:\SueHeming%vay\Building.Permit.FORMSTorch.Porch.Permit.doc 8113/02 revised per DH
Queensbury Building & Code Enforcement - Residential Final Ins ection '
VV r�P�
Office No.(518)761-8256 Arrive: a Depfart: m/pm
Date Inspection request received: Inspector's Initials: C".,
NAME: r,�o%rA r% A /11 C—, PERMIT#: (__�
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments
Y 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
01
Guard at.deck,porches 36 in. or more
Exterior Finish Complete
Interior/Exterior Railin s 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
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
Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot lari
As Built Septic S s em/Sewer Dept.Inspection Sticker
Flood Plain Cf rtificAtion,if requited
Okay to issue /C r C/O Temporary/Permanent-]
L:\PamW\Building&Codes\Inspection Forms\Res.Final Insp.form 2.docLast printed 2/12/04
Framing/ Firestopping Inspection Report + 3
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p epart: am/pm
742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials:
NAME: V PERMIT#: r
LOCATION: INSPECT ON: 5---/2('J��
TYPE OF STRUCTURE: sac—
Y N lv/a COMMENTS
raming
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 3 6 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %(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 '/2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceihn /wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LASueHemingway\Building.Codes,Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Ins1pe,cytio�request e v
Queensbury Building&Code Enforcement Arrive: �am/ epart: a pm
742 Bay Rd.,Queensbuiy,NY 12804 Inspector's Initials-
NAME: P T#:
LOCATION: SPECT ON: � �1C�
TYPE OF STRUCTURE: K�v C_k
Comments
'K N N/A
otings ilom
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
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\Bui]ding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003
RECEIVED
APR 9 7 2004
TOWN OF OUEENSBURY
BUILDING AND CODE
ider de
C/
Backyard
Deck Project
Revision
(Permit on Review)
Gary W. Schneider
41 Nicole Dr.
Queensbury,N. .12804
Phone&Fax# 518-792-4413
4/27/04
r,
�'T I "UNAUTHORIZED ALTERATION OR ADDITION,
MAP BEARING A LICENSED LAND SURVEYOI
VISION VIOLATION OF OF SECTION 7209, SUB-DIVISIO
YOUT NEW YORK STATE EDUCATION LAW."
REVISED "ONLY COPIES FROM THE ORIGINAL OF T
ii MARKED WITH AN ORIGINAL OF THE LAND
-ICE ON ON LR.F. SEAL SHALL BE CONSIDERED TO BE VALID
'IC
5,
L�10Q.00,
IRA
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aru. I
GARAGE
N� I
HOUSE 01
HEREBY CERTIFY TO:
LOT 181 1) GARY W. & KATHY L. SCHNEIDE
2)' M&T MORTGAGE CORPORATION,
3) FIDELITY NATIONAL TITLE INSUR)
Of. THAT THIS MAP WAS PREPARED
r� 2 3/ SURVEY COMPLETED ON NOVEMI
THIS SURVEY AND THE CERTIFIC
VALID 0N,I,�YWTOI►i6I'J PARTY OR
ARE K0 8F LE TO AC
i SUB, '' THER 1
3` EX( STA �ON.
LOT 132
20,798+/- S .FT. t
D J,
DA �y 4 O �702
,OF,N `
11
MAP OF A SURVEY OF LOT
MADE FO
GARY I &
CORNER FENCE
0,4'OVER LINE A Tff
N81:?gro0'W .35.00' IRA�fi OC '"'n�lAl r.,..n w,. /N.Pr'►INP11119V AAI WTV AC
CUSTOM VIEW
CUSTOMER --
DATE 04/26/04 REF Deck04117
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CURTIS LUMBER CO. INC.
460 BIG BAY RD
QUEENSBURY, N.Y.
518-792-8601
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BEAM LAYOUT CURTIS LUMBER CO. INC.
CUSTOMER -- 460 BIG BAY RD
DATE 04/26/04 REF Deck04117 QUEENSBURY, N.Y.
518-792-8601
7' 8 3/4"
i
I
B
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4' 1/2"
2' 2 3/4'
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 16' 3 7' 10 1/4"
B 24' 4 7' 10 3/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
v
PLAN VIEW CURTIS LUMBER CO. INC.
CUSTOMER -- 460 BIG BAY RD
DATE 04/26/04 REF Deck04117 QUEENSBURY, N.Y.
518-792-8601
24'
3'
ce
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C'U I IITr (u
1 � 1
I
2' 12' 2' G' 2'
LOAD AND SUPPORT: Your deck will support a 98 PSF live load. Posts have 48" below-ground,
post support.
DECK AND POST HEIGHT: You selected a height of 30" from the top of decking to level ground.
The top of the deck support posts will therefore be 19.25" above ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams,.16" center to center.
NOTE: The design may require knee braces and bridging between joists. Your materials list includes
the necessary items_ The suggested design is not a finished building plan. You are responsible for
all measurements being correct, for verifying that the design (and any substitutions or modifications
that you make) meets all local building codes and requirements. To verify' that the suggested design,
and any substitutions or modifications, is consistent.with conditions at the construction site;
review the design with.your architect. Also consult your architect for proper construction and use
of materials in the structure.
Be sure to follow the deck construction detail available from your store salesperson.
STRESS ANALYSIS
CUSTOMER:
DATE: 04/26/04 DESIGN: DECK04117 REF: 04117153.ZIP
SALESMAN #
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 484 PSF
16IN BENDING 297 PSF
SHEAR 216 PSF
COMPRESSION 260 PSF 216 PSF
BEAMS 2-2X12 DEFLECTION 362 PSF
BENDING 153 PSF
SHEAR 108 PSF
COMPRESSION 321 PSF 108 PSF
BOLTS 112IN SHEAR 2567 PSF 2567••PSF
POSTS 4X4 STABILITY 476 PSF 476 PSF
-----------------------------------
TOTAL LOAD 108 PSF
DEAD LOAD 10 PSF
LIVE LOAD 98 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 469 PSF
BENDING 369 PSF
SHEAR 251 PSF
COMPRESSION 958 PSF
------------=----------------------
TOTAL LOAD 251 PSF
DEAD LOAD 10 PSF-
LIVE LOAD 241 PSF
----------------------------------------- -------------
STRINGER 2X12 DEFLECTION 469 PSF
BENDING 369 PSF
SHEAR 251 PSF
COMPRESSION 958 PSF
-----------------------------------
TOTAL LOAD 251 PSF
DEAD LOAD 10 PSF
LIVE LOAD 241 PSF
-------------------------------------------------------
BILL OF MATERIALS --- LUMBER
CUSTOMER:
DATE: 04/26/04 DESIGN: DECK04117 REF: 04117153.ZIP
SALESMAN #
----------------------- ---------------------------------------------------
COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE
---------------------------------------------------------------------------
DECKING 5616T 8 EA 5/4X6 16' PT PINE
DECKING 5612T 44 EA 5/4X6 12' PT PINE
RAIL CAP 2612T 2 EA 2X6 12 ' PT PINE
RAIL CAP 268T 1 EA 2X6 8' PT PINE
RAIL CAP 2610T 2 EA 2X6 10' PT PINE
HORIZONTAL RAILS 2416T 11 EA 2X4 16' PT PINE
VERTICAL RAILS 224TB 73 EA 2X2. 4' SQ BAL PT PINE
RAIL POST 4416T 5 EA 4X4X16 PT PINE
STAIR POST 4416T 1 EA 4X4X16 PT PINE
STAIR STRINGER 5COTSS 6 EA 5 STEP STRING PT PINE
STAIR TREAD 5612T 4 EA 5/4X6 12' PT PINE
JOISTS 2810T 6 EA 2X8 10' PT PINE
JOISTS 2814T 11 EA 2X8 14' PT PINE
RIM BOARD 28.12T 3 EA 2X8 12' PT PINE
RIM BOARD 288T 4 EA 2X8 8 ' PT PINE
RIM BOARD 2814T 1 EA 2X8 14' PT PINE
STAIR HANDRAIL/CAP 2610T 2 EA 2X6 10' PT PINE
HORZ. STAIR RAILS 2416T 2 EA 2X4 16' PT- PINE
VERT. STAIR RAILS 224TB 36 EA 2X2 4' SQ BAL PT PINE
GROUND POSTS 4414T 1 EA 4X4X14 PT PINE
-------------------------=-------------------------------------------------
BILL OF MATERIALS --- OTHER MATERIALS
CUSTOMER:
DATE: 04/26/04 DESIGN: DECK04117 REF: .04117153.ZIP
SALESMAN #
---------------------------------------------------------------------------
COMPONENT SKU QUANTITY DESCRIPTION
---------------------------------------------------------------------------
JOIST HANGER, 8IN 28SJH 34 EA 8" GALV. HANGER
JOIST HANGER NAILS 8TPG 4 BOX GALV JOIST HANGER NAILS
16D NAILS M116GDN 16 LBS 16D MAZE PTL NAILS
10D NAILS M110GDN' 1 LBS 10D MAZE PTL NAILS
12D DECK SCREWS, M112GDN 2 LBS 12D MAZE PTL NAILS
8D DECK SCREWS 1212XT 9 BOX 2 1/2" GALV DECK SCREWS
LAG SCREW 126LB 12 EA 1/2"X6" LAG SCREW
WASHER 12W 164 EA 1/2" WASHER
TIE-DOWN STRAP . 1236 32 EA ALL PURPOSE FRAMING ANCHOR
RAILING BOLT, 6IN 126CB 48 EA 1/2"X6" BOLT
NUT 12N 76 EA . 1/2" NUT
ANCHOR BOLT 128AB 7 EA r/2 X 8 ANCHOR
FOUNDATION BRKT, 4X4 1243 7 E.A . GALV. POST BRACKET, 4
BEAM BOLT, 8IN 128CB 14 EA 1/2 X 8 CARRIAGE BOLT
SONO TUBE 10ECT 4 EA 10"X 12 ' SONO TUBE
CONCRETE, 80LB 80CM 23 BAGS CONCRETE, 80 LB BAG
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