2012-248 011111k TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20120248 Date Issued: Thursday, June 07, 2012
This is to certify that work requested to be done as shown by Permit Number P20120248
has been completed.
Location: 5 OAK TREE Cir
Tax Map Number: 523400-309-005-0001-059-000-0000
Owner: GRACE BATCHELDER
Applicant: GRACE BATCHELDER
This structure may be occupied as a:
Deck By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property
owner of the responsibility for compliance with Site Plan, Variance, or , j /
-
other issues and conditions as a result of approvals by the Planning Board Dire w'�f'n'din C.. ': cement
or Zoning Board of Appeals. g
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120248 Application Number: A20120248
Tax Map No: 523400-309-005-0001-059-000-0000
Permission is hereby granted to: GRACE BATCHELDER
For property located at: 5 OAK TREE Cir
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: GRACE BATCHELDER Deck $6,500.00
5 OAK TREE Cir Total Value
QUEENSBURY, NY 12804-0000 $6,500.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2012-248
424 sf deck
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, May 22, 2013
(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 bury; ues. . ,,, I/ ay 22, 2012
SIGNED BY Ci 4'i
for the Town of Quecnsbury.
Director of Building& Code Enforcement
OFFICE USE ONLY ' (� �' ro
TAX MAP NO. 3 Oq ,�- 1- 59 PERMIT NO. I o�� D , ..:;.} ;
_ AY 16: 2072 ` .
FEE PAID BLDG. &CODES APPROVAL o f -
TOWN OF QUEENSB1.Iii y
'gUTCOIRI ObOts
ACCESSORY STRUCTURE BUILDING 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.. ,gyp
OWNER: c c r x_172 kN Ldp(-✓/�r1i/e . b), TALLER/BUILDER: % Rk-o C�s
,1�c-v-p fL?5c>5 L Lc
ADDRESS:5 (52 7/et'c C�r4/a ADDRESS:
PHONE NOS. r PHONE NOS. 3G
i - ��►�
LOCATION OF PROPERTY: Ilk,,ee 1461_9-4A `/&z y A. Y SUBDIVISIONSINAME:
�L._.
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 5 (J a k 1 ` Erb rte'e gyp_
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: $ 6S-00 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
1ST FLOOR 2ND FLOOR TOTAL PROPOSED
PROPOSED CONSTRUCTION SQ.FT. SQ.FT. Q.FT. HEIGHT
FT.&IN.
OPEN PORCH
DECK 7
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
codeseoueensburv.net
I have read and agree to the above.
VISIT OUR WEBSITE FOR MORE INFORMATION
. ice/�
Signed ce. i��% Dated: S// /o`Z www•queensburv.net
Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804
. t�C °>'S c Q
Queensbury Building & Code Enforcement - Residential Final Insicti n
Office No. (518) 761-8256 Arrive: am/pm 'part: , O am/pm
Date Inspection request received: Inspector's Initials: t,A
NAME: P)C4C,h a1 a r PERMIT#: / 01 "a b
LOCATION: c5-00. K -( r e e Ca r DATE: to- 5=1 cl
TYPE OF STRUCTURE: I )(-:(+,il{
Comments:
Yes No NIA
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck, porches 36 inches or more ik7/
Handrail Termination at Newell Post or Wall Vie
I eri• • - for Railings 34 inches to 38 inches
Bg/Handicapped Ramp Compliant
- .way from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing l Window 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(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test 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
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsum -e _Lf kreC) r44-''`r'U" 'S
Basement stairs closed rise>4 inches
Garage Floor Pitched 14� �
Garage fireproofing/3/4 hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/O[Temporary/Permanent] lj
L:\Building&Codes Forms\Building&Codesllnspection Fomis\Residential Final Inspection Form_revised_100405.doc; Revised
January 7,2008;Revised 6/26/08; Revised 12122/10, Revised 04/13/11
d � -3
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: _am/pm Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:CU
1U `� ;�-
NAME: G F b P.;'lt-e_A\ p r PERMIT#: i s-a kd
LOCATION: 5 o K e CA" C c1_1 INSPECT ON: 1-/
TYPE OF STRUCTURE: C'
Framin — Y i N NIA COMMENTS:
Attic Access 22" x 30" minimum
Jack Studs/ Headers
Bracing I Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12" O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/2(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
Ceilin/wq all _�
Windows Habitable Space I Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\Building&Codes Forms-OLDBBuildinq&CodesUnspection Fomts\Framing Firestopping Inspection Reportdoc Revised January 7,2008
We - nes
Foundation Inspection Report
Office No.(t 18)761-8256 Date Ins' tion t .• 5`o;°i--) .S
Queensbury Building&Code Enforcement Arrive: �iM / J epart: : u .m
742 Bay Rd.,Queensbury,NY 12804 Inspector s Ini•:•s: ,moi
NAME: (--C?k\e,I 8- e_r RMIT#: / g
LOCATION: 5 INSPECT ON: S-3 v -/a
TYPE OF STRUCTURE:
Comments
Y ! N N/A
__\}..J Footings
Piers
�Jb
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 Waterproofmg
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 Forns\Foundatlon Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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shown on this document. I also represent that t I have
personally measured the distances set fortis on the diagram."
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SIGNATURE' RATE
CROSS-SECTION *1-4DCUSTOMER -- TC PRO/05/09 qt5-\ S
DATE 05/10/12 REF DeckI2130 O1A ki`J�b� Nrf S
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e5/c) . MAY 16 2012 STORE NAME
123 STREET RD.
CITY. ST
TOWN OF QUEENSBURY (8001 555 1212
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BUILDING& CODES
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Plan View Iso(Front,Right,Top)View
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Front Elevation Right View
Elevations Store Name
TC PRO/05/09 123 Street Rd.
05/10/12
Ref:Deck12130 City, ST
Scale: 1/8"= 1' (800)555 1212
STRESS ANALYSIS FOR LEVEL 1
2USTOMER: TC PRO/05/09
DATE: 05/10/12 DESIGN: DECK12130 REF: 12130125 . ZP1
SALESMAN # TOM 0
MEMBER STRESS FACTOR COMPOSITE
PYPE SIZE FACTOR LOAD LOAD
JOISTS 2X10 DEFLECTION 299 PSF
16" BENDING 214 PSF
SHEAR 176 PSF
COMPRESSION 220 PSF 176 PSF
3EAMS 2-2X12 DEFLECTION 216 PSF
BENDING 103 PSF
SHEAR 82 PSF
COMPRESSION 242 PSF 82 PSF
3OLTS 1/2" SHEAR 3413 PSF 3413 PSF
?OSTS 6X6 STABILITY 935 PSF 935 PSF
TOTAL LOAD 82 PSF
DEAD LOAD 10 PSF
LIVE LOAD 72 PSF
STRINGERS 2X12 DEFLECTION 1200 PSF
BENDING 697 PSF
SHEAR 378 PSF
COMPRESSION 1317 PSF
TOTAL LOAD 378 PSF
DEAD LOAD 10 PSF
LIVE LOAD 368 PSF
STRINGERS 2X12 DEFLECTION 1200 PSF
BENDING 697 PSF
SHEAR 378 PSF
COMPRESSION 1317 PSF
TOTAL LOAD 378 PSF
DEAD LOAD 10 PSF
LIVE LOAD 368 PSF
'STRESS ANALYSIS FOR LEVEL 2
2USTOMER: TC PRO/05/09
DATE: 05/10/12 DESIGN: DECK12130 REF: 12130125 . ZP1
SALESMAN # TOM 0
IEMBER STRESS FACTOR COMPOSITE
PYPE SIZE FACTOR LOAD LOAD
ALL JOISTS ARE UNSUPPORTED
24'
12' 6" 4' 6" 7'
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12' 6„ 2' 10"1' 8" 7'
Plan View Store Name
TC PRO/05/09 123 Street Rd.
05/10/12
Ref:Deck12130 City,ST
Scale:3/16"= 1' (800)555 1212
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B' 9" B' 11 1/4'
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 10' 7 3/4" 2 7' 6 3/4"
B 21' 4 3/4" 4 6' 7 3/4"
C 16' 3/4" 3 7' 3 1/2"
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- 48"
BTCPLRa�o0u5tor Level 1 Store Name
123 Street Rd.
05/10/12
Ref:Deck12130 City, ST
Scale:3/16"= 1' (800)555 1212
Beam Layout for Level 2 Store Name
TC PRO/05/09 123 Street Rd.
05/10/12
Ref:Deck12130 City,ST
Scale:2"= 1' (800)555 1212