2008-293 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTI F I CAT E C-F C0M P L I-ANCE
Permit Number. P20080293 Date Issued: Wednesday, May 26, 2010
This is to certify that work requested to be done as shown by Permit Number P20080293
has been completed.
Tax Map Number. 523400-309-005-000 1-00 1-00 1-0000
Location: 158 LUZERNE Rd
Owner. D&G MANAGEMENT LLC
Applicant: D&G MANAGEMENT LLC
This structure may be occupiecft',Y MANSS BAKER
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the ` 1
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 E orceme t
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: P20080293 Application Number. A20080293
Tax Map No: 523400-309-005-000 1-001-00 1-0000
Permission is hereby granted to: EMILY MANSS BAKER
D&G MANAGEMENT LLC
For property located at: 158 LUZERNE 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. Twe of Construction Value
Owner Address: D&G MANAGEMENT LLC
PO BOX 2488 Deck $1,000.00
GLENS FALLS,NY 12801-0000 Total value $1,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2008-293
9 SUGARBUSH - EMILY MANSS BAKER - 192 SQ FT PORCH
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,June 26, 2009
(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 o eens June 26,2008
ZF��
SIGNED BY for the Town of Queensbury.
% nforcement
Director of Building&Code
T", .�'4f Fkt7ICE USE ONLY 11 TF(`-� �TAX MAP PERMIT NO. i � tall ;i 1
FEE PAID 4v-'2-BLDG.&CODES APPROVA
BU!LDiN,
ACCESSORY STRUCTURE BUI ING PERMIT 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 BUILDING PERMIT
OWNER: r s d /` C INSTALLER/BUILDER: 4 1 6411(L11-
ADDRESS: CY �Llqolh&7S4 ' ` 'O ADDRESS:
PHONE NOSI� � r l/ C( G� PHONE NOS. ✓�
LOCATION OF PROPERTY: et4h GU 1 n" S (2±0 &A&DIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: j 5_2�
ESTIMATED COST OF CONSTRUCTION: ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
sr eo PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
$Q.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK f
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
codes0gueensburv.net
I have rea/dpnd agree to the above.
/�,���/-� VISIT OUR WEBSITE FOR MORE INFORMATION
Signed _/ Dated: "/ - MMff•aueensburv.net
�fa Town 0 Queensbu)1y• Community Development offzCe 712 8R ll(� '
,� , �ueens�u�t� lUY 11�0�
5--rA-TVS
Queensbury Building & Code Bnforcernent - Residential Final inspection
E Mce No. (518)761-8256 Arrive: r am/p Depart: ____am/pm
request received: inspector's nitials:
Date Inspection eq -----
NAME: GI L'l PERMIT#:
LOCATION: ! DATE:
TYPE OF STRUCTURE:
Cqmmentts•
N N/
e Buildi Number Address visible from road
ChimneyHeight/"B"Vent/Direct t V ton
Fresh Air intake
3 inch PlumbingV rou h roof minimum ches
Roof Complete/ erior Finish Complete
Platform at all erior doors
Handrail 4 or re risers
Guards at staff decks sok a than 30 inches above rode
Guard at st-,—1 es or more
Guard at deckporches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade RM from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed i regulator 18 inches above graLe
Interior pLinn/trim/doors/main entrance 36 inches
Bathroom/Kitclten watertight
Safetv glazing/Window in stairwells s#jej glazing
Interior Smoke Detectors 1 Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
inter Connected: Batte backup:
Attic access 30 inches x 22 inches x 30 inches hei ht in accessible area
Crawl Spaces 18 inch x 24 inch access i sq.ft.-150 s .ft.vents
Bathroom Fans if no window
Plumbing fixtures
Foundation insulation/Insulation Certification
Floor truss draft stopping finished basement 1,000 s .ft.
Emergency ress 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 ValveW installed 1 Heat Trapt Water Temp 110
Enclosed Stairs Shestrock Underside minimum'%"Gypsum
Basement stairs dosed rise>4 inches
Garage Floor Pitched
Garao fireproofing/3 hour fire door/door closer
Duct work Sealed pMiy
Gas Logs in Seated or Glass Enclosure
Final Electrical
Final Survey Plot Plan '-
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built S is S stem/Sewer Dept. Inspection Sticker
Site Plan /Variance aired
Flood Plain Certification,if re aired
Okay to issue C/C or C 10 Tern ora /Permanerrt
L:\Building&Codes FormMBuilding&CodesUnspec Lion FormsWesidential Final Inspection Form revised—l0W5.doc;Revised
January 7,2008;Revised We=
Foundation Inspection Report
Office No.(518)761-8256 Date Inspertiotlequest received:
Queensbury Building&Code Enforcement Arrive: 1 m U Depart: am/pm
742 Bay Rd.,Queensbury,NY 128 4 inspector �r's lnitials'-J�_
NAME: L'L ki e r PERMIT#:
LOCATION: � INSPECT ON:
TYPE OF STRUC
Commeab
Footings YJ N I
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 Dampproofmg
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\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
I.Iuhm OF taiUIECieSBi1RY 1 i AT TI MIENT
Bssacd on our limit,d examination,
compliance with cl-r,comments shall
not be construed as indicating the
piano; and specifica°ions are in full F11
P
MRcompliance with the 6uiiding Codes of
New York State.
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ne Home Depot#6160
20 ROUTE 9, QUEENSBURY, NY 12804
i 18)798-8301
ton'Jun 09 10:01:14 2008
'his Project cannot be priced because not all materials are carried in stock.
iee Store Associate for prices on non-stock items shown in Bill-of-Materials.
-ALPH BAKER
DECK
71887
3D View
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he Home Depot#6160
20 ROUTE 9, QUEENSBURY, NY 12804
i18),798-8301
Ion Jun 09 10:01:14 2008
his Project cannot be priced because not all materials are carried in stock.
;ee Store Associate for prices on non-stock items shown in Bill-of-Materials.
ZALPH BAKER
)ECK
N 887
Deck Layout
C47n<Y\C6
I I
fi1 1 OV
-he Home-Depot#6160
Q0 ROUTE 9, QUEENSBURY, NY 12804
518)_n8-8301
Vlon'Jun 09 10:01:14 2008
Phis 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.
RALPH BAKER
DECK
71887
Deck Dimensions for Deck 1
16' -
2' - 14'
N N
N - N
N
O
1
N
Deck 1
21 _ 14 '
16'
Joist Spacing = 16 in. o.c.
Baluster Spacing = 3 3/4"
Toe Spacing = 3 3/4"
Railing Height = 36"
-he Home-Depot#6160
320 ROUTE 9, QUEENSBURY, NY 12804
518}798-8301
vlon'Jun 09 10:01:14 2008
Phis 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.
RALPH BAKER
DECK
71887
Post Layout for Deck 1
Y (�
� O
10' 9" . ■
_101 9„
8' 9"
L
■ 11 J
Iil
BasePoint vio(
u S
N
O
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
6/9/2008
RALPH BAKER
DECK
71887
Materials for Deck:
Qty UOM SKU Use Description
-----------------------------------------------------------------------------------------------------------------------
1 EA 155465 Beam 2X10-8#2 PT
4 EA 255957 Beam 2X10-16#2 PT
25 EA 159091 Decking 5/4X6-16 PREMIUM THOMPSONIZED PT
1 EA 255376 Joist 2X6-10#1 SYP PT
10 EA 255411 Joist 2X6-12#1 SYP PT
1 EA 256276 Post 4X4-8#2 PT
1 EA 257974 Post 4X4-10#2 PT
1 EA 255278 Rim Joist 2X6-8#1 SYP PT
1 EA 255376 Rim Joist 2X6-10#1 SYP PT
1 EA 255411 Rim Joist 2X6-12#1 SYP PT
2 EA 255457 Rim Joist 2X6-16#1 SYP PT
1 EA 155959 Stair Stringer 2X12-12#2 PT
2 EA 167894 Step Tread 5/4X6-10 THOMPSONIZED DECK PT
Standard Materials: NOSKU, Standard Deck Materials
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
8 EA 734283 Concrete Deck Block DECK-SO-PORT 50LBS
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
Decking: OPTMAT, Thompsonized Southern Pine No. 2
1 EA 221631 Deck Screws GREEN 25LB 3 IN DECKMATE DECK
SCREW
1 EA 735002 Fascia Screws GREEN 5LB 2 1/21N DECKMATE DECK
SCRW
7 EA 155400 Fascia Board 1X6-8 APPEARANCE GRADE PT
-----------------------------------------------------------------------------------------------------------------------
The total cost of in stock materials is_$1016.65 plus tax.
This Price does not include any Specialbrder Items.
Please see Store Associate to adjust the design
or to price and order items.
This estimate was created on 6/9/2008 and is valid for 3 business days.
Parameters from UBC.cod parameter file.
Parameters used for Deck 1: 40 psf live load.
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.
The Home Depot#6160
$20 ROUTE 9, QUEENSBURY, NY 12804
(518)798-8301
Mon Jun 09 10:01:20 2008
RALPH BAKER
DECK
71887
Construction Specifications
deck 1:
Construction Method =Beam to Side of Post
Footing Type = Pier
Live Load =40
Dead Load = 10
Decking Spacing =0 1/4"
Joist Spacing = 16"
Beam Spacing = 120"
Post Spacing =84"
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=30"
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 = ML5/4x6xl6
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 = 36"
Step Height= 22 1/2"
Step Rise = 7 1/2"
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
ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE
RF_ASONABLE AND ACCURATE.