2005-834 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building & Codes (518) 761-8256
CE RTIFICATE OFCOMPLIANCE
Permit Number: P20050834 Date Issued: Tuesday, November 22, 2005
This is to certify that work requested to be done as shown by Permit Number P20050834.
has been completed.
Tax Map Number: 523400-301-017-0002-043-000-0000
Location: 877 SHERMAN Ave
Owner: WILLIAM & RONA BACKUS
Applicant: WILLIAM & RONA BACKUS
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, r
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF'QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050834 'Applkation'Number: A20050834
Tax Map.No: 523400-301-017-0002-0437000-0000
Permission is hereby granted`io: WILLIAM&RONA BACKUS_
For property located at'. 877"SHERMAN Ave
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: WILLIAM&RONA BACKUS
877 SHERMAN Ave Deck $1,980.00
QUEENSBURY, NY 12804-0000 Total Value $1,980.00
Contractor or Builder's Name /Address. 'Electrical Inspection Agency
Plans&Specifications
200.5-834
324 SQ FT DECK
$40.00 PERMIT,FEE PAID-THIS PERMIT EXPIRES: Thursday, November 09, 2006
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer '
of the Town of Queensbury before-the expiration date.) .
Dated at the Town of Queensbury;_ Wednesday,November 09, 2005
SIGNED BY t� for the Town of Queensbury.
erector�.BufldintvkC o - nforcement
Permit No. c:D-oo
Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid (5 c.�
742 Bay Road,Queensbury,NY 12804
Dave Hatin,Director codes@queensburv.net
Phone: (518) 761-8256 FAX: (518) 745-4437
Accessory Structure Building Permit Application
Application & Plans subject to review before issuance of a valid permit for construction.
Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck,
etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3
Instructions: A permit must be obtained before beginning construction. No inspections will be made until the
applicant has received a valid building permit. All applicants' spaces on this application must be completed and
must appear on the application form.
Applicant/Builder aeon �.l p `On C F-� Owner:
Address: 1011 rVy_t)L� flve, Address:
Home Phone: 51-7 VS�- I.5a V Home Phone:
Email Address: Email Address:
Cell Phone: !�ox 4q5-' b1 Cell Phone:
FAX Phone: FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
Name: , G
Address: r 1?_06V Phone ' 2U<-Asa y
Location of proposed construction: Lod No. Legal Address: t,
2 �
Tax Map Number: �I
Subdivision Name.
Estimated Cost of Construction: $ a0 7
Does an accessory structure currently exist on the property? _Yes / _No 1
If YES, list all existing accessory structures: i 7 2005
Proposed Construction 1=+floor 2ndfloor Total Proposed Height
sq.ft. sq.ft. Sq. ft ft..&in.
Open Porch �.
Covered or Enclosed Porch
(considered floor area &must comply to FAR [Floor Area Ratio]
requirements if the structure is located in the Waterfront
Residential zone.
3-season porch is considered an enclosed porch.
Deck
Boathouse
Boathouse with sundeck
DOCK
Shed
Pole Barn
Detached Garage 1, 2, 3 car
Other Accessory Structure:
Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review.
The Building and Codes Office will allow commencement of your proposed project only after
issuance of your permit.
Declaration: Please sign below after you have carefully read the statement:
To the best of my knowledge, the statements contained in the application, together with the plans and
specifications submitted, are a true and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the
proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner.
Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
being issued, as requested by the Zoning Administrator or Director of Bu' and Codes, an As- wilt Survey by a
licensed surveyor,/drawn to scale, showing actual location of all ne constr ction.
Date: / //? �O Applicant/Builder Signatur .
The application of date is hereby approved and
permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set
forth above.
Date: (067 Authorized Signature
L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04
f
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: _
Queensbury Building&Code Enforcement Arrive: anvpm Depart:,{. am/pm
742 Bay Rd., Queensbury,.NY 12804 Inspector's InitialsK_ j
0
NAME: _ �. _ (, PERMIT#:
LOCATION: _ � o � ,l� INSPECT ON: r f
TYPE OF STRUCTURE: �` J
Comments
Y IN N/A
F>eings ^
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 pose 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.f'ooting
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:\SueHemingway\Building.Codes.Inspection.PORMSU'oundation Inspection Report.doc January 28.2003
/- �� n-
Framing/ Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm --.part: � j a pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 1;�,;:��
NAME: 64 'k'L'5 PERMIT#: �OU�754
LOCATION: ? S�z i -�. INSPECT ON: e<) it a-a./ 05
TYPE OF STRUCTURE: yL(� I
fFra;�� Y ' N N/A COMMENTS
Attic Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers w
Jack Posts/Main Beams
Exterior sheeting nailed properly 4.
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 '/s(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
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
The'Home Depot#6160
820 kOUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Thu Aug 18 11:35:42 2005
The o)aterials for this project will cost$1978.39
JEFF BACKUS --
DECK DESIGN ; L.a .- r ' i�r :, i
31463
Deck Layout BUILDING CODES DEE;F`—
DATE E � � _ G017 17 2005
TOWN OF QUEENSBURY BUILDING DEI MTMENT
Based on our limited examination,
compliance with our comments shall
not be construed as indicating the
plans and specifications are in full
compliance with the Building Codes
of New York State.
F11
The`Home Depot#6160
820 FZOUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Thu Aug 18 11:35:42 2005
Then*aterials for this project will cost$1978.39
JEFF BACKUS
DECK DESIGN
31463
Post Layout for Deck 1
0
r-,
N lfl
r-I
rl -
0
18' -- - — — — 18'
9' —. . 9'
IT
A y'_--� . . 1 1 A TI
0 3 3 '
----BasePoint� -N -----------------------
-- .----------------------------- --
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The'Home Depot#6160
820 ROUTE 9,_QUEENSBURY, NY 12804
(518)798-8301
Thu Aug 1811:35:42 2005
The materials for this project will cost$1978.39
JEFF BACKUS
DECK DESIGN
31463
Deck Dimensions for Deck 1
18' —
N
i
1, 00
F-
I
I
Deck 1 _.._...........
2' - --- - 18' -
Joist 9acing = 16 in. o.c.
Baluste� Spacing = 3 3/4" 181--
Toe Spacing = 3 3/4"
RailingHeight = 36"
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518)798-8301
Thu Aug 18 11:35:57 2005
JEFF BACKUS -
DECK DESIGN
31463
Construction Specifications
deck 1:
Construction Method = Beam on Top of Post
Footing Type = Pier In-Ground
Live Load =40
Dead Load = 10
Decking Spacing =0 1/4"
Joist Spacing = 16"
Beam Spacing =96"
Post Spacing = 96"
4iUDking= 5/4X6 Thompsonized Southern Pine No. 2
2X8 Treated Southern Pine No. 1
=2X8 Treated Southern Pine No. 1
Posts =4X6 Treated Southern Pine No. 2
Deck Height=20"
Diagonal Bracing =Yes -
Deck Skirt= No
Joist Overhang = 12"
Beam Overhang = 12"
Decking Deflection Factor= 360
Joist Deflection Factor=360
Beam Deflection Factor= 360
Pref Decking Size = ML5/4x6x10
Pref Joist Size =2x8
Pref Beam Size =2x8
Pref Post Size =4x6
Diag Brace Height 1 =24" in
Diag Brace Height 2 =24" in
Railing 1:
Railing Height= 36"
Baluster Spacing = 3 3/4"
Stair 3:
Step Width =48"
Step Height= 13 5/16"
Step Rise =6 21/32"
Step Run = 11"
Stringers =2X12 Treated Southern Pine No. 2
Risers = 5/4X6 Thompsonized Southern Pine No. 2
Treads = 5/4X6 Thompsonized Southern Pine No. 2
Railing 6:
Railing Height= 36"
Baluster Spacing =3 3/4"
Railing 7:
Railing Height= 36"
Baluster Spacing = 3 3/4
Railing 2:
Railing Height=36"
Baluster Spacing =3 3/4"
Stair 1:
Step Width =48"
Step Height= 13 5/16"
Step Rise=6 21/32"
Step Run = 11"
Stringers =2X12 Treated Southern Pine No. 2
Risers =5/4X6 Thompsonized Southern Pine No. 2
Treads = 5/4X6 Thompsonized Southern Pine No. 2
Railing 4:
Railing Height= 36"
Baluster Spacing =3 3/4"
Railing 5:
Railing Height= 36"
Baluster Spacing =3 3/4"
Railing 3:
Railing Height= 36"
Baluster Spacing = 3 3/4"
The,Home Depot#6160
820-ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Thu Aug 1811:35:42 2005
The,materials for this project will cost$1978.39
JEFF BACKUS
DECK DESIGN
31463
3D View
1
1
The Home Depot#6160
820i ROUTE 9, QUEENSBURY, NY 12804
(516) 798-8301
8/1.8/2005
JEFF BACKUS
DECK DESIGN
31463
Materials for Deck:
Qty UOM SKU Use. Description
-------------------------------=------------------------------=--------------------------------------------------------
112 EA 430400 Balusters 2X2-42 B1 E BALLUSTER PT
8 EA 255618 Beam 2X8-10#1 SYP PT
1 EA 168768 Decking 5/4 X6-8FT THOMPSONIZED DECK PT
59 EA 168793 Decking 5/4 X6-12FT THOMPSONIZED DECK PT
9 EA 168768 H Top Rail 5/4 X6-8FT THOMPSONIZED DECK PT
26 EA 255618 Joist 2X8-10#1 SYP PT
3 EA 255523 Ledger 2X8-8#1 SYP PT
1 EA 259270 Post 4X6-8#2 PT
9 EA ' 256276 Railing Post 4X4-8#2 PT
3 EA 255523 Rim Joist 2X8-8#1 SYP PT
.4 EA 255618 Rim Joist 2X8-10#1 SYP PT
2 EA 155959 Stair Stringer 2X12-12#2 PT .
4 EA 168768 Step Tread 5/4 X6-8FT THOMPSONIZED DECK PT
9 EA. 254258 Vert Top Rail 2X4-8#1 SYP PT
Standard Deck Materials
14 EA 865858 _ 2x8 Joist Hanger ZMAX 2X8 JOIST HANGER-JLQ 30OPCS
6 EA 209715 4x4 Post Foot Brkt POST BASE 4X4 Z-MAX
6 EA 524959 Anchor Bolt 8"X1/2 HOT GALV ANCHOR BOLT 1PC
6 EA 538892 Anchor Nut . HEX NUT GALV 1/2
6 EA 538981 Anchor Washer FLAT CUT WASHER GALV 1/2
12 EA 169765 ConcPierin-Ground 80LB. CONCRETE MIX,
2 EA 258132 DiagBrac Joist 4X4-12#2 PT
1 EA 192708 DiagBrac Joist Nail 16D 3-1/2" HOT GALV COMMON 5 LB
3 EA 439432 Flashing DECK LEDGER FLASHING BRN GALV 8FT
1 PK 462810 Hanger,Nails 2x8 10D JOIST HANGER NAILS
1 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB
14 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2
14 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6
30 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 112 X 8 ,
30 EA 538892 Rail Post-Nut HEX NUT GALV 1/2
30 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2
Decking: Default
4 EA 735003 Deck Screws Green GREEN 5L6 3 IN DECKMATE DECK SCRW
---- ----------------------------------------------------------------------------
total cost of in stock materials is$1978.39 plus tax.
This estimate was created on 8/18/2005 and is valid for 3 business days.
Parameters from UBC.cod parameter file.
Parameters used for Deck 1: 40 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 AND BUILDING
INSPECTOR.
THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM.
ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE
REASONABLE AND ACCURATE.
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