2010-100 4111ilak TOWN OF QUEENSBURY
742 Bay Road Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20100100 Date Issued: Thursday, October 28, 2010
This is to certify that work requested to be done as shown by Permit Number P20100100
has been completed.
Tax Map Number. 523400-296-014-0001-052-001-0000
Location: 70 COUNTRY CLUB Rd
Owner. SAUNDERS & LUISE CRAIGE
Applicant LUISE CRAIGE-SHERMAN
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QURENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the 4
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.
4416` TOWN OF QUEENSBURY
742 Bay Road Queensbury,NY 12804-5902 (518)761-8201
osi
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20100100 Application Number. A20100100
Tax Map No: 523400-296-014-0001-052-001-0000
Permission is hereby granted to: LUISE CRAIGE-SHERMAN
For property located at: 70 COUNTRY CLUB Rd
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: SAUNDERS &LUISE CRAIGE Deck $2,500.00
70 COUNTRY CLUB Rd Total Value $2,500.00
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2010-100
288 sq ft deck
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, March 29, 2011
(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 of Que bury; /4 `onday, March 29, 2010
SIGNED B for the Town of Queensbury.
Director of Buil. g&Co.e Enforcement
0-
2?/:,
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2s q �v OFFICE USE ONLY J
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TAX AP PERMIT NO / /ODr+ ;� 1,
FEE PAID BLDG.&CODES APPROVAL 1 11f
AA nQ w; 9 min ..j,
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ACCESSORY STRUCTURE BUILDING PERM APPLICATION
Use this application for any structure other than the Principal Structure (house) to include, but not limited to:
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED
A VALID
iiBUILDING
�PERMIT. L /'
OWNER: L wse, CrCLIOlt/ °S lir-rr)O ) INSTALLER/BUILDER: .Se-I4
ADDRESS: '70 lowi'rf�1 erl
ADDRESS:
PHONE NOS. 5 18-3 3S'--S � I PHONE NOS.
LOCATION OF PROPERTY: S A('02. A^5 A b 0 < SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: Mme_
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL:
ESTIMATED COST OF CONSTRUCTION: $,t5O0 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
ST FLOOR 2ND FLOOR TOTAL PROPOSED
PROPOSED CONSTRUCTIONHEIGHT
SQ.FT. SQ.FT. SQ.FT.
FT.&IN.
OPEN PORCH
DECK 12 X 21, ' 288
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH•,SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE:
`CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
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 Building and Codes, an As-Built Survey by a licensed
surveyor, drawn to scale, showing actual location of all new
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
7-1/ ._/oc" 4
Queensbury Building.& Code Enforcement - sidential Final Inspection q_ , \
\Office No. (518)761-8256
Arrive: Pis• am/p Depart: am/pm
Date Inspection request received: Inspector's Initials: <---
,- PERMIT#: /C'— 1(1c%
NAME: CA��tw-e-. , - DATE: �`�� 4S— /C
LOCATION: .?-f9 ( '• ' �, I. ;L'
TYPE OF STRUCTURE:
DemComments:
•
4" Building Number Address visible from roadrti3i t T� e��R
Chimney Height/"B'Vent/Direct Vent Location ill f
Fresh `,/,, i S j �� �E
Air t <^�
3inch Plumbing Vent through roof minimum 6 inchesRoof Co .• - /Exterior Finish Corn. = = Milli
Platform at all exterior doors 1111111111111111�
Handrail 4 or more risers Ell� >A(N
Guards at stairs,decks,patios more than 30 inches above .rade ��� `�
— a<
Guard at stairwell at 34 inches or more ■�
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall lie�
Interior/Exterior Railings 34 inches to 38 inches Mill=
Deck : • /Handica••=. Ram• Corn. -nt Ell�
Grade awe from foundation 6 inches with 10 feet IIIII�
Gas Valve shut-off sillcleamnce to plate/ _.ulator 18 inches above rade II
Interior privacy/trim I doors I main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/W,ndow in stairwells safety glazing
interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches e.ht in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 =•.ft.vents Mil�
Bathroom Fans if no window 1111111.111�
Plumbing fixtures
Foundation insulation I Insulation Certification
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)Installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum 1.1"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched ==�
Gara.- -•roofi • /%hour fire door/door doser
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical II
1111�
Final Survey Plot Plan
ArcFaultBreakerin Bedrooms ■ ■
Flex Gass PipeaBonding nding1111
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required IIIIIPIr�
Flood Plain Certification,if required /ANNS
Okay to issue C I C or C/0[Temporary I Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection FormsV2esidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08
l /4011(6) 04.. .�
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: . 1 am/ m D art: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: �f���-,, � 1 PERMIT#:
LOCATION: Ci ( , �a _ / INSPECT ON: j —/C
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
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\Inspec tiion Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804 2QIJ`�VVf
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(518) 798-8301 l l/�/
Sun Mar 14 15:49:55 2010
This Projekt cannot be priced because not all materials are carried in stock.
See Store Associate for prices on non-stock items shown in Bill-of-Materials.
KEVIN SHERMAN
DECK
93520
3D View TOWN OF QUEENSBURY
i 2 r CORN BUILDING DEPARTMENT
4 Based on our limited examination,compliancy:
with our comments shall not be construe-
indicating the plans and specifications die
full compliance with the Building Codes of
New York State.
TOWN OFU E UR .'(
BUILDING & CODES DEFT,
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The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Sun Mar 14 15:49:55 2010
This Project cannot be priced because not all materials are carried in stock.
See Store Associate for prices on non-stock items shown in Bill-of-Materials.
KEVIN SHERMAN
DECK
93520
Deck Dimensions for Deck 1
24 '
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N N
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/ /
Deck 1
24 '
Joist Spacing = 16 in. o.c.
Baluster Spacing = 3 3/4"
Toe Spacing = 3 3/4"
Railing Height = 36"
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Sun Mar 14 15:49:55 2010
This Project cannot be priced because not all materials are carried in stock.
See Store Associate for prices on non-stock items shown in Bill-of-Materials.
KEVIN SHERMAN
DECK
93520
Deck Layout
4 • - p
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Sun Mar 14 15:49:55 2010
This Project cannot be priced because not all materials are carried in stock.
See Store Associate for prices on non-stock items shown in Bill-of-Materials.
KEVIN SHERMAN
DECK
93520
Post Layout for Deck 1
N
N
N
I F'
N N J O
1
10' 9"-----AM • 10' 9"
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1' 3" AI
•_ 1' 3"
3asePoint
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The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
3/14/2010
KEVIN SHERMAN
DECK
93520
Materials for Deck:
Qty UOM SKU Use Description
104 EA 433183 Balusters SPINDLE -2X2-36IN. #1 PT
4 EA 155465 Beam 2X10-8#2 PT
8 EA 255781 Beam 2X10-12#2 PT
10 EA 168768 Bottom Rail 5/4X6-8 PT PREM-WEATHERSHIELD
50 EA 168793 Decking 5/4X6-12 PT PREM-WEATHERSHIELD
10 EA 168768 H Top Rail 5/4X6-8 PT PREM-WEATHERSHIELD
17 EA 255411 Joist 2X6-12 PT#1 WEATHERSHIELD
2 EA 257974 Post 4X4-10#2 PT
8 EA 256276 Railing Post 4X4-8#2 PT
6 EA 255411 Rim Joist 2X6-12 PT#1 WEATHERSHIELD
2 EA 155959 Stair Stringer 2X12-12#2 PT
4 EA 168768 Step Tread 5/4X6-8 PT PREM-WEATHERSHIELD
10 EA 254258 Vert Top Rail 2X4-8 PT#1 WEATHERSHIELD
Standard Materials: NOSKU, Standard Deck Materials
8 EA 209715 4x4 Post Foot Brkt PB44Z 4X4 POST BASE Z-MAX
8 EA 524959 Anchor Bolt 8"X1/2 HOT GALV ANCHOR BOLT 1PC
8 EA 538892 Anchor Nut HEX NUT GALV 1/2
8 EA 538981 Anchor Washer FLAT CUT WASHER GALV 1/2
16 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8
16 EA 538892 Beam Nut HEX NUT GALV 1/2
16 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2
40 EA 169765 Conc Pier In-Gnd 80LB. QUIKRETE CONCRETE MIX
2 EA 258132 DiagBrac Joist 4X4-12#2 PT
1 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB
1 EA 192708 DiagBrac Joist Nail 16D 3-1/2" HOT GALV COMMON 5 LB
28 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8
28 EA 538892 Rail Post-Nut HEX NUT GALV 1/2
28 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2
Decking: OPTMAT, Thompsonized Southern Pine No. 2
1 EA 221631 Deck Screws DECKMATE SCREW, GREEN, 3 IN, 25LB
1 EA 735002 Fascia Screws DECKMATE SCREW, GREEN, 2-1/2IN, 5LB
9 EA 155400 Fascia Board 1X6-8 PT APPEAR WEATHERSHIELD
The total cost of in stock materials is $1877.37 plus tax.
This Price does not include any Special Order Items.
Please see Store Associate to adjust the design
or to price and order items.
This estimate was created on 3/14/2010 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.
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
•Sun Mar 14 15:50:01 2010
KEVIN SHERMAN
DECK
93520
Construction Specifications
deck 1:
Construction Method = Beam to Side of Post
Footing Type = Pier In-Ground
Live Load =40
Dead Load = 10
Decking Spacing =0 1/4"
Joist Spacing = 16"
Beam Spacing = 120"
Post Spacing =88"
Decking =5/4X6 Thompsonized Southern Pine No. 2
Beams =2X10 Treated Southern Pine No. 2
Joists =2X6 Treated Southern Pine No. 1
Posts =4X4 Treated Southern Pine No. 2
Deck Height=36"
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=ML5/4x6x12
Pref Joist Size= none
Pref Beam Size=none
Pref Post Size=none
Diag Brace Height 1 =24" in
Diag Brace Height 2 =24" in
Stair 1:
Step Width =48"
Step Height=28 3/4"
Step Rise=7 3/16"
Step Run = 11"
Stringers =2X12 Treated Southern Pine No. 2
Risers = 5/4X6 S/OWalnut Veranda Decking
Treads =5/4X6 Thompsonized Southern Pine No. 2
Railing 6:
Railing Height= 36"
Baluster Spacing = 3 3/4"
Toe Space=3 3/4"
Railing 7:
Railing Height=36"
Baluster Spacing = 3 3/4"
Toe Space=3 3/4"
Railing 2:
Railing Height=36"
Baluster Spacing =3 3/4"
Toe Space=3 3/4"
,Railing 1:
Railing Height=36"
Baluster Spacing = 3 3/4"
Toe Space=3 3/4"
Railing 3:
Railing Height=36"
Baluster Spacing = 3 3/4"
Toe Space=3 3/4"
Railing 5:
Railing Height=36"
Baluster Spacing =3 3/4"
Toe Space=3 3/4"
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UIjAUTNO==4-*ftTI6N OR ADDITIOR TO THIS SURVEY
MAP IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORKS
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STATE EDUCATION LAW.
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MAP IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORKS
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STATE EDUCATION LAW.